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HomeMy WebLinkAbout7911 4-tm cj O-n Q) �-l(UV L `f3 a I fl lt7- br- ve MaHi'fWc, �r �- l l Co-Y-) h 5l�(avl%In[A p cvi�J Gad du f� 6 Vr h? 3 A--e scdc )t vie vwvk go—/ D7 f H A-pp,ro.)-p t))ce-v-J-+b(O.XY Owner: Har���ale File #: 7911 Address: 435 Inlet Dr � Code: 13ED Agent Info AMP Architecture/Anthony Portillo P O Box 152 - Mattituck, NY 11952 c6 Phone: 631-603-9092 Fax: Email: aportillo@amparchitect.com NO P.(DeS BOARD MEMBERS ��OF SOUr�® Southold Town Hall _ Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora T = Office Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �C®U Southold,NY 11971 RECEIVED http://southoldtownny.gov d- J;" 6 3:301v-\ ZONING BOARD OF APPEALS JUL 3 0 2024 TOWN OF SOUTHOLD Tel. (631) 765-1809 P�o Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 25, 2024 ZBA FILE#7911 NAME OF APPLICANT: Laura Londono PROPERTY LOCATION: 435 Inlet Drive,Mattituck,NY SCTM No. 1000-106-2-21 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 13,024.00 square foot lot located in an R-40 Zoning District. The property runs 90.00 feet along Inlet Drive on the South Side, runs 144.71 feet on the West side, runs 90.00 feet on the North side, and runs 144.71 feet on the East side. The property is improved with a one-story frame dwelling and an existing accessory garage. All is shown on a survey by Jason D.Leadingham, LLS last revised March 28,2024. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's January 26, 2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to existing single family dwelling and construct an accessory in-ground swimming pool; 1) construction located less than the code required minimum side yard setback of 10 feet; 2)more than the code permitted maximum lot coverage of 20%; located at: 435-Inlet Drive, Mattituck,NY. SCTM No. 1000-106-2-21. RELIEF REQUESTED: The applicant requests variances to legalize an"as-built"side yard setback of 5.3 feet where town code requires a minimum 10-foot side yard setback. The proposed swimming pool will result in a lot coverage of 22.3%where town code permits a maximum of 20% lot coverage. The applicant provided the following prior comparative variance decisions granted in the neighboring area; 1)#4259 located at 1550 Central Drive, Mattituck for insufficient setback and exceeding permitted lot coverage at 27%; and 2)#5511 located at 505 Captain Kidd Drive, exceeding permitted lot coverage at 21%. Page 2,July 25,2024 #7911, Londono SCTM No. l 000-106-2-21 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 11,2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is an older neighborhood which consists of single-family homes on non-conforming sized lots and with non-conforming setbacks and lot coverage. The legally existing side yard setback of 5.3 feet is for a screened porch that is being renovated in place and in kind maintaining the same setback and on the same foundation.The side yard setback is closest to an accessory structure on the adjacent property. The proposed non-conforming lot coverage is for a proposed in-ground swimming pool. The adjacent home also has a pool in a similar location. The applicant testified that the pool will be screened from the neighbor's view by a solid fence and the house will block the view of the pool from the street. Granting of the variance will not have any detrimental impact to the character of the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant for the non-conforming side yard setback cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing house has a non-conforming side yard setback. Any alterations on the western side of the house will require the benefit of variance relief. The benefit sought by the applicant for the swimming pool can be achieved by building a smaller swimming pool and remove an existing wood deck on the rear of the dwelling and replacing it with at grade pavers. However,the removal of the deck is financially impractical for the applicant, unnecessary when the deck already exists, and the proposed pool is not unreasonably large in size. In addition,the applicant is removing an existing deck attached to the existing screened porch 3. Town Law 4267-b(3)(b)(3). The variances granted herein for the non-conforming side yard setback is mathematically substantial, representing 47% relief from the code, however, it already exists. The variance granted herein for the non-conforming lot coverage is mathematically substantial representing 11.5%relief from the code. However,the lot is a small lot that is located in a neighborhood where non-conformities are common. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a swimming pool and screened porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Weisman(Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the Architectural plans prepared by Anthony M. Portillo Architect labeled ZBA-1 thru ZBA-6, dated February 6, 2024 Page 3,July 25,2024 #7911, Londono SCTM No. 1000-106-2-21 SUBJECT TO THE FOLLOWING CONDITIONS: 1) The applicant shall install a 6-foot-high solid fence along the rear property line to screen the accessory swimming pool from the neighbors. 2) The covered porch shall remain as non-conditioned space, unenclosed and non-habitable. 3) Pool pump equipmentlmechanicals must be located a minimum of 20 feet from any property line or be contained in a shed type enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures 4) Drywell for pool de-watering shall be installed. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento,Acampora and Lehnert. (5-0) eslie Kane Weisman, Chairperson Approved for filing 7/ �/ /2024 PROJECT /------ _QATA-- l - loon-lob-2-21 SITE PLAN HAT(— '.EY: i ! a INTEf�rvi� RENOVATION STRUCTURE TAX MAP a x 3 Received a a g ACCESSORY STRUCTURE ZONING DISTRICT R-40 NO PAVERS P R PO . �aSW�m �I LOT AREA 0.5 ACRES FEB /J J W o F W 1V03,$9 ��OPE POOL CofO -ONE FAMILY DWELLING Z6124;4/26/I474 D a �0�`f Z Z o o Q Q a,�,¢J 22 PROP. POOL I GofO -DECK ADDITION Z-160-16;6/5/1464 l o=a Zoning Board of Appeals =W EQUIP. AREA 4 X8 o o 0 FEMA FLOOD ZONE -- ' X ` -- -------.-- F w o a o S x(7 O \ ,,,, PROP. &' D I A - --- --- ------- Y w ay Joan POOL DRYWE:LL G HABITABLE SPACE EXISTING ( PROPOSED oU vo-i y Ow PROP BASEMENT AREA -126 S.F. Q O S.F. o W¢o o i1 I W Yx J LL 2 3 Q FIRST FLOOR AREA I I O i5 5.F. 1,102 S.F. a z o a VAR ANGE y - .O t /� i5�c=�isWc�iW REQUIRED / 3' 7 /OPrY V� TOTAL BEDROOM COUNT 2 2 I n Z FOR LOT T W0m<x / ss• G t1� xoaaaCOVERAGE Ug4yTA \ LOT COVERAGE_------------- ----- G--- �/ 4" PVC, 5DR N �� , DESCRIPTION(FOOTPRINT) AREA �' GO��� PIPING ill d- 26.9, 5 � 1 I u' SEPTIC TANK EAST(�G FRAME / 0/ TOTAL LOT AREA I 15,024.0 S.F. 4" PVC, GAf A61E I EXISTING FRAME GARAGE p 556.0 S.F. 4.1% / 8 X12 _ PIPING Y L.P. (NO W0�K) / MODIFIED ]-STORY FRAME —- I DWELLING i 1368.0 S.F. I 10.5% d REPAIRED b NEW WOOD DECKS 314.E S.F. 2.5% PROPOSED POOL B POOL Ea. 660.0 S.F. 52% / � I TOTAL AREA OF ALL STRUCTURES 2405.E 5.F. 22.5% "MAXIMUM LOT COVERAGE ALLOWED-20% 6 VARIANCE 16.3' REQU I RED / / + EXIST/INC, / / VARIANCE NEEDED FOR MAW IAd LOT GOVERA6E kqOOD ASPHALT / MODIFIED — DECK DRIV�WAY / REQUIRED SETBACKS-_MAIN-BUIL-D}NO--------- w ' $•3, / O I-STORY FRAME ------------- DWELLING FILED UNDER v �/ REQUIRED EXIST. C RENO. COMPLIES a SEPARATE fn/-EXIST. �` / (AVERA(5E) FRONT 23.3' 30.2' EXISTING p YI APPLICATION O OIL TANK., i �/ / YARD TO REMAIN i / FILL / a SIDE YARD t 10.0 S g' EXISTING j N / EXIST. ¢ (VARIANCE FILED 5EFJ I & TO REMAIN I 500 GAL. !! )REMOVE. ELECTRICAL 14.1' dJ dJ 3.6' a/ �// / I W UI BURIED / WOO� ' METER WOOD — I �/ / BOTH SIDE YARDS 1 25.0' I 34.- TO (REMAIN I STINO Y DECK' Ul DECK _1-T �q$, I l REAR YARD k 35.0' `` 642' EXISTING Y PROPANE / / REMAIN I TANK / VARIANCE NEEDED FOR SIDE YARD 5ETBAGIG FILED o z' UNDER ACCESSORY �` / ACCESSORY STRUCTURE-REQUIRE MIENT5--f280=►4Y- SEP. APP / °o � I ----------- W p I m ;%�`�I / INGROUND POOL I EXIST. o PROPOSED COMPLIES 04 / 1 0) MAXIMUM HEIGHT I 16' O' �f 0.0' YES u Z V 0 O z / I MINIMUM SIDE YARD 5.0' & 0.0' �, 5.5' YES h I i J Y S03 EXIST. SITE LAYOUT NOTES: I Z z 30 R / 1. THI5 15 AN ARCHITECT'S SITE PLAN d 15 p MINIMUM REAR YARD 5.0' O.O' I 5.5' YES O Lu SUBJECT TO VERIFICATION BY A LICENSED J jr M EXIST.��' LINE / SURVEYOR. THE INFORMATION MAX. SQUARE FOOTAGE i 1500 0.0 S.F. i 660.0 S.F. YES O.H. WIRES REPRESENTED ON THIS SITE PLAN 15 TO THE I o \ ARCHITECT'S BEST OF KNOK_EDCC- KA 2.SURVEY INFORMATION WAS OBTAINED FINAL A P �C`���®��� a. `/ / /A FROM A SURVEY DATED 05/16/2022 A� s® °s�' 0 (�`_ /�! AND PREPARED BY: REVIEWED By 7BA � �s®� ��� � a. T o 5CALICE LAND 5URVERYING I r ION# IT) 9 •O 1 5 BAY AVE ISLIP N.Y. IMI it Y j TELEPHONE: (63 U 45 i 2400 r ; 0 � ',6 0 PROPOSED 51 TE PLAN - SCALE: 1" 20'-0" GENERAL SYMBOL iKE'-- I ¢a � EXISnW To BE M MOLIGHM NEW HOOD._ as. F W Z m U SR.I11M APPLICABLE) XI r--1 ESnN6 TO PRO." t8'd FOU1StAn N ON W1 !, I ' Receive ,�o¢aga 3w ,za�w�m I FEB 1 12024 a !z<oWw< a Z Z 2 wQ O Zoning Board of Appeals yoy=a w j W N2 WI-. W HfJ¢ ! ,Oa EX15T. BATHROOM ? IIZa�zS¢ ____—_ —_____�_ -_-_--- --------------- I _L_________�___�� cv z¢ z a 5�1.4 SQ.FT. Fc--------------------- ------- o w m y=o coi W - -/ ---_---- ---- e r !N o¢o_a¢a EXIST. ggwrWww O IN \X 'I 2 1 i y f¢A 2= -1' EXIST. =o�!3 it f�, COVERED PORCH �- BEDROOM �� 116.4 SQ.FT. J� I-1�J SQ.1=T. i !�� ••1'�'�mom. -T VARIANCE ------- REIGUIRED FOR ------ C�__=__- i� THIS AREA EXIST eoo0Sa". AST EXIST. DEN 80 SOFT. '�___ ----- - ------------ EXIST. a GL. GREAT j ! EXIST. ------------------ s=-, PYI4T EAST.61MJ1T _ ROOM REMOVE WALLS SCREEN PORCH iEXIS �% CL EXIST-LMNS vs4 154b SOFT. AND WINDOW5 150.5 SG FT. MSXilf. -�°�`� i 62@1 -__-- n; X ST. GL. ���. EXIST. BATHROOM +-✓ „ ,._I --------------- - ------ qq� �JQ.OM EXIST. LIVING SCREEN PORCH �I L ROOM rIREF 1505 5Q.FT. UL 260 5a.FT. - --- lop , N@70YE EXIST. DISo.NING � a ROOM I \ eo EXIST. HDR _ _ `r�laieorsac\ 5 �Issc,rr,;`' _=___ ° W 3 SGIJ•f. G \ !. EXIST. WOOD EXIST. DECK KITCHEN EXIST. WOOD - _ 82. SQ.FT. 141.5 SOFT. DECK j ------------- ------+------- =-=s=_�___ L/, - -�------------------ ------------ ---- 85T5Q�. -------- --------- _ ! -p ---- ------------ �— EXIST. FOYER III - _ 2I.250.FT. �- U N LO O W O W � Z EX I ST I NO FLOOR PLAN DEMO FLOOR PLAN noLLI SCALE: 1/&" = 11-0" SCALE: 1/81I = P-0" W lt O K Lo o LL p� J re!� ' SD Apo NY�f ^A NAL AA® a TVIE\�` j Qi /� 4 FiI l N �� _�j�_ i a ,. - 37405 �0 s Q �OF N m o aN U ,w0 Q 11 WOH M J W=220f n I xr awo N O W—Q LL Q w O w 1,3 Is io yxtwilU =W W I N r o 0 2 za=.azo IS _ x O f I I I I i W 0 Q2,Nl tl1 � �r '�-III 14 III I e Q z w N Q a Nos_Qz — — I ' Ii�llll II!I'� I;i Ijf; ICI; I:!I III, I ,i�III,II�IIilj�llfll �'jl ILIIjI�ljj ! u QI ,Z�=r=�� ll!,I�li�llli��,l!�Il�ill 'I 'r`pIll u6lill!Iillli!illlllll Iil�llllj �'!li!;I�II"i 11 III IIII�II II II II a al REA I. Irl �II r a x EXI5TING LEFT ELF—VATION EXI5TING FRONT ELEVATION SCALE: 1/8" = P-O" SCALE: 1/8" = I'-O" i I I I I I 12 -------------- U _ lijll j I, III;III I'I j.1III — i' 'III 'I I';Ili till II III lil II, _ 1 II II II I --,I Il�li iI!I IIIrI' I I!If Ill'.I!I!II!iIlIl!lI llIl lIl'l Il lli'i II II IIIIIh ll;il-�h,'llI!IIi iIl IIl,!I __ � El 11V111 Ill llllll�VIM —_ N Ln 0 U 0) Z Z p `� EXI5TINC RIGHT ELEVATION EXI5TIN(5 REAR ELEVATION 0 W Z 0 0 SCALE: 1/8" = P-O" SC I'ALE: 1/8" = -O" Z U) ? C) Received (1 ( 0 W ccn n o FEB I,5 2024 ALBO Appeals $ CL EVIE ED BY ZBA a � N 71 1d �tiL'JCYqq..c OF �� m o a� oW ¢x3 / j�wZma I Wwkg33 / o�3mgo / za�waxm / Nx3QWF Q?t J Z Z YyyW Q �O W O W O u ? aa?'zS& jr 1zn<z N.Z Q Q Y W O QQ 0 -J'OLl W QQ fSF / n',N a aj Y W N 2 S/ r W Z U F O Ow =U Q 6 a Q 2 I L/,7,s O -- - VARIANCE RIA G rr.— MH PROP05ED FRONT ELEVATION PROP05ED LEFT ELEVATION SCALE: I/5" = 1'-0" SCALE: 1/8" = 1'-O" U 2 \ Q \ mil \ \ Received \ FEB 1,5 2024 \ Zoning Board of Appeals olv << \ C14 Z\ V � ,I Z Z o ° \ 0 wLLI F' z -- — Z Ow MLL - 1 oED ABC a rffi�, ,,I iiVWM� III I" ' VARIANCE L MAP ITNIEWEf3 BY ZBA d' PROP05D REAR ELEVATION ' DATED: _ _ `7 a E m 50ALE: I/8" °= V-O ®� o a LL Q W W 3 ¢2 O -Z Z m19 U rt� rt� o Iff •N-I I � OI-III i !=ffaWLL O - - --1 I z Q 0 1,W Q w Q D INZW VQW F- W W G O p III W IW (� \ I0WW N Lu PROP. a 'InF NI ��ZW=lu Q I J lF-. Q I 8'-0 I' D I A ! j�I<--01 o '� p O DRYWELL� oaQQQ� U O In U0, PROP.IN-6ROUNP _ Y \ z o F Y w LL U 2 N 3 Q r l POOL 6445 S.F. IQ I j ¢��LL z 1 iz / II Im j IQ .. I �QZ�i�cQ7Qw Zwo f N O R F Q a (4) RI5ER5 4'-O" g=W S W W W :12 I O W~IW! II E S z H M F-UQQaQ2 ZBA-6 _ I --- - - - ----- - -I - - ------ - - -- -- -- ---- 1 �--- - - �--- ZBA-6 I ! I i I Ex. GARAGE PROPOSED 5'-0' SELF OLO51NG 4 I LOOKING GATE PLAN NOTE: ALL EXTERIOR DOORS AT EXISTING DWELLING WITHIN BOUNDARIES OF PERIMETER FENOING TO HAVE ALARMS Received a J FEB 1.5 2024 Zoning Board of Appeals N LO ow FROF05E 7 INOROUNID POOL LAYOUT S o J z SCALE: 1/8" = 1'-O" m Ow t o CQC J C Q PPP? ®� o a 'p i BY 2ZBA o a� 0 Nr 51-MESTONE I CIOPI -0 < n 10,POURED GONCI.INALL; 10—� PROVIDE(2)04 HORZ.REBAR AT VY4 0�AND BOTTOM or KALL;KI '74 #4 n:RT.REBAR 561'OZ. Receive I s SEE SECTION: FEB 5 ZOZ4 lro�00 4 PLANS FOR z z- -pppeals 'O"m UN015TURBEib/ oj amz<=z EARTH M2 Oning Boa d z-M,0. /\N <1 z< X< -VINYL LINER zo 3: <;2E w 2! 0 N ISTUREEP z /A MPACTEPAMP z 0 X, > N�l N I X�\ N X, X, COMPACTED /UND16 EARTH NITHIN CONCRETE > X I/IN 1/11' /IN IN 51 DE NALLS �//Z//y/Z/> x FROFCSEr�) r�)ETA I L 00NO. STEPS 2. SCALE: 1/2 l'-O 10" - < M 114 FROPOSED POOL STRUCTURE 50ALE: 115" P-0" C14 U') C) w TOP OF POOL KALL z z 0 LLI F- 1-�——— ----- UJ Z ELEV. 0.0', z 25% 5LOPE;55% 0 Lo Ave_ A.1 I 5HALLON POOL FLOOR E V- x 0 < 7-TO U- �/N)OW� -1 < X :)R IA :\7//-,- I (n AVA A A\// AVA X POOL DEEP END FLO 0 ACTEOAJNDISTURSED�` --7.0.!Sr EL 0. 0 X l/X, X KA 0. EARTH '�/\ /<�� �� ,\� X/N ;FINAL. AP IEVIEW ED BY ZBA E C I S 10 N (D (p cli `ATE-0: -7 7 FROPOSED SECTION 1 - 1 0 SCALE: 115" = P-0" SYMBOL LEGEND ��1 0 MONUMENT FND ® MANHOLE TEST HOLE -l �,1 Q I.P. /I.B. FND M -A"-INLET TREE Received # I.P. /I.B. SET LEM "B"-INLET SHRUB x YO.'+58 SPOT ELEVATIONS ® YARD INLET 9 BOLLARD C'0_3 UTILITY POLE ® YARD INLET . WETLAND FLAG FEB 1,5 2024 >— GUY WIRE ® ELECTRIC METER CANT. CANTILEVER UTILITY POLE WAIGHT © GAS METER FE.FENCE LIGHT POLE EE WATER METER MAS.MASONRY Zoning Board of Appeals SIGN D4 GAS VALVE PLAT.PLATFORM �- PVC FENCE (PVC) A WATER VALVE W.W.WINDOW WELL STOCKADE FENCE (STK) B/W BAY WINDOW X— 'CHAIN LINK FENCE (CLF)O/H OVERHANG C/E CELLAR ENTRANCE WIRE FENCE R/O ROOF OVER FIRE HYDRANT D.C.DEPRESSED CURB Z A/C UNIT ® CROSS CUT G.O.L.GENERALLY ON LINE 0 STAKE CA ON LINE BEARINGS SHOWN HEREON ARE BASED ON LIBER 13138 PAGE 0952 IFM LOT 88 I TAX LOT 20CLFl VINYL I f 0.4' GAR+ / wizl GAR Lip—� „ 1Y Y.71,�-5.3' REBAR G �YYY`(b��Es��3w�- .1 23/ �3.21 SBVO 0 E HEDGES 1.3' � yw w�ry Ywyw'rv-vvY`�Y�Y ti -Y- DRV [� �./.l..lhJ..I.M,U..I.I.\_ti..A.I..�J.h.A.i'�M�.A./.l�.lJ•.I.J�N..hti�/•J ls_ J.J.1.ltil..lhJ..lJ..hl.A.h_N.I.I.J,J..�.A �. +3_y,,y-+4 OTT- SET 4 6+ �20A' A, - 0 ¢3, ASPHALT DRIVEWAY 6'CHAIN 4'CHAIN LANK FEN. c U K FEN. I Q - ---------- Q O1d / Q / N TL CLF/MTL FEN I �� O � I 20.0' A I FM LOT 91 TAX LOT 19 tlp Z oECK w g I W I I Z t W Z FM LOT 89 tt• / .e a I z IV = TAX LOT 21 0 R o� -•p y U c a oo. 32.9' CYO I Iw 1pu o 07 '". �4. � 'I REBAR BRK '� BOG m ' FPFVNO 0 � 4'CHAIN FN Q M SET 6'PVC FEN. 2,0' n 5.4'� 0.1•+ LINK FEN. PIP I OLF/PV POOL BRKj CK 86°00�30"W 144.71 SET FEN i EQUIPMENTS2 3 POOL POOL f- 3 3• B CONC. D Vll CLF/M1L • cD < 5.5' NGROUND 5•¢'+ //BOY Y DRIVEWAY 4.1'11� I "� .21 a POOL 17�8' 1�STOL 8.B'i I w 11.2'+ Q I FM LOT 90 5 TAX LOT 22kd 0 6� Sb/ 4V / CENTRAL DRIVE . (50' WIDE) GRAPHIC SCALE 30 0 15 30 LOT AREA �k 13,024 S.F. ( IN FEET ) 1 03 28 2022 REBARS ADEED I BB I JDL 0.30 AC. 1 inch = 30 ft. REV DATE DESCRIPTION IBY I CHK SURVEY OF PROPERTY D F MEW (� 435 INLET DRIVE �P LEA p� O � SCALICE LOT 89, BLOCK 6 CO MAP� N �o F �7 I a n d surveying CAPTAIN KIDD ESTATES r Q FILE DATE: 01/1 mjslandsurvey.co.m P:631 -957-2400 9/1949 MAP N0. 1672SITUATE S�.O 050736 JQJ DR.:MC CREW.:JM SCALE: 1" = 30' TAX MAP NO. MATTITUCK, TOWN OF SOUTHOLD �A ND 5 DATE SURVEYED:03/16/2022 JOB No.S22-0548 1000-106.00-02.00-021.000 SUFFOLK COUNTY, NEW YORK EL(3CEffRFICAT.IONS UNAUTHORIZED ALTF7U,TON OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7Y08.SUB-DNSION 2.OF NEW YORK SfAIE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY YAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORDINAL WORK AND OPINION. TIONS ON TIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADORED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LANDSURVEYORS,INC.THE CERRFlDATION IS LLYITFD TD PERSONS FOR WNOY THE BOUNDARY SURVEY MAP 6 PREPARED,7D YPANY.TM THE GOVERNMENTAL AGENCY.AND TO THE LENDING DISTRURON LISTED ON THE BOUNDARY SURVEY YAP.(4)TIE CERTIFICATIONS HEf®N ARE NOT TRAIRFRABLE.(5)THE LDCATON OF UNDEAGRO INO NPROVEILENTS OR ENCROACHMENTS AFE Nor ALWAYS KNOWN AND OFTEN MUST BE ESTIWTED.IF ANY UNDERGROUND GIPROYE VENP'OR TS EXIST OR ARE SHOWN.THE IYPHWERENTS OR ENCROACHME7NTS ARE NOT COVERED BY THIS SURVEY.(B)TIE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCFUR6 70 THE PROPFRIY UN6 ARE FOR A SPECIFIC PURPOSE ANO USE AND TIDEFORE APE NOT INTFNOAN m GUIDETHEBiOCIION OF FIF ANY,Nor s" WALLS POOL$PATIOS AS.ADDITIONS TO BUILDINGS•AND ANY ORER TYPE OF CONSTRUCTION.(»PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY.(5)THIS SURVEY WAS PERFORMED WITH A SPETRRA FOCUS 30 ROBOTIC TOTAL STATION. (B)THE EXISTENCE OF RIGHTS OF WAY AND/OR LASEYENIS OF RECORD IF ANY.NOT SHOWN ARE NOT CIIARANIEID. IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP-TO-DATE TIRE ETWYINATION MAY OISClDSE deceived FEB1 .5 2024 FORM NO. 3 ' Zoning Board of Appeals TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 26, 2024 TO: AMP Architecture(London) PO Box 152 Mattituck,NY 11952 Please take notice that your application received January 24, 2024: For permit to: Construct additions and alterations to existing single family dwelling an to construct.an accessory swimming pool at: Location of property: 435 Inlet Drive..Mattituck,NY County Tax Map No. 1000—Section 106 Block 2 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 13.024 sg. ft. parcel in the Residential R-40 District.is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a minimum__ side yard setback of 10 feet and further states lot coverage to be a maximum of 20 %. The survey indicates the addition to be located at 5.3 feet from the side property line. and the proposed lot coverage to be 22.3%. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. r ' Fee:$ Filed By: Assignment No. Rec Ltd / APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPIGMSI 5 2024 ` AREA VARIANCE 435 Inlet Drive Mattituck Zoning Board of Appeals House No. Street Hamlet SCTM 1000 Section 106 Block 2 Lot(s) 21 Lot Size 0.3 ACRE ZoneR-40 I (WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED Owner(s): Laura Londono Mailing Address: 435 Inlet Drive, Mattituck, NY 11952 Telephone:631-384-4562 Fax: Email:londonopaintinginc@gmail.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative:AMP Architecture for(x)Owner( )Other: Address:PO Box 152,Mattituck,N.Y.11952 Telephone:631-603-9092 Fax: Email:APORTILLO@amparchitect.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), ()�Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED and DENIED AN APPLICATION DATED 01/23/24 FOR: ( )Building Permit ( )Certificate of Occupancy ( ) Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: XXIII Section: 280 Subsection: 124 (C) & (B) Type of Appeal. An Appeal is made for: 00 A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal( )has, N has not been made at any time with respect to this property,UNDER Appeal No(s). Year(s). .(Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# 1 I REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: Similar properties nearby also have pools in the rear yard and the rebuilt portion of the home is within the character of the neighborhood. therefore we are asking an appeal for the existing portion of the home being rebuilt and the proposed pool in the rear. Please see attached documents for exact location. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,.because: The area of the home being rebuilt maintains it's existing foundation and the character of the rebuilt is similar to its existing condition. For the pool the small size of the lot with the existing adjacent buildings will not allow for an adequately sized pool as similar properties 1 I have. I_ l 1 3.The amount of relief requested is not substantial because: Received Similar properties nearby also have pool a pool and similar lot coverages. FEB 15 2024 Zoning Board of Appeals 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: Similar properties nearby also have pool a pool and similar lot coverages. 5.Has the alleged difficulty been self-created? {X} Yes,or { }No Why: Are there any Covenants or Restrictions concerning this land? 00 No { } Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time prese a and protect the character of the neighborhood and the health,safety and welfare of the community. Signature o Applican Authorized Agent (Agent must s en Authorization from Owner) Sworn to before me this day of b Notary Public DARCEE AUFr=NA7NEWYORK NOTARY PUBLIC,STATE ORegistration_No. 01A0Qualified in Suffolk Commission Expires Janu III FEB 2024 APPLICANT'S PROJECT DESCRIPTION Zoning Board of Appeals APPLICANT: AMP Architecture DATE PREPARED: 02/05/24 1.For Demolition of Existing Building Areas Please describe areas being removed:Please See Attached II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: Please See Attached Dimensions of new second floor: Please See Attached Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): 14'-10" Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: No 11I. Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Existing 1 story frame dwelling with basement Number of Floors and Changes WITH Alterations: Proposed 1 Story frame dwelling. Addition of pool with fence. IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 2,337.8 SF Proposed increase of building coverage: 568 SF Square footage of your lot: 13,024 S.F. Percentage of coverage of your lot by building area: 22.3% V.Purpose of New Construction: Rebuild the portion of the building at south side which is beyond the setback and proposed pool with fence and equipment. VI.Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): The land of the property is flat throughout the site Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 Fteceived QUESTIONNAIRE FEB 15 2024 FOR FILING WITH YOUR ZBA APPLICATION zoning Board of Appeals A. Is the subject premises listed on the real estate market for sale? Yes X No B. Are there any proposals to change or alter land contours? X No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? No 2.)Are those areas shown on the survey submitted with this application? N/A 3.) Is the property bulk headed between the wetlands area and the upland building area? N/A 4.)If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction? N/A Please confirm status of your inquiry or application with the Trustees: N/A and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above.mean sea level? No E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? None Please show area of the-structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: Due to stop work order the work was stopped. Home Owner received permission to close up the exterior per attached letter. G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes, please label the proximity of your lands on your survey. 1. Please list present use or operations conducted at this parcel Existing Single Family Residence and the proposed use Same with Pool (ex: existing single family,proposed: same with garage, pool or other) Authori ed si azure and Date AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build Received January 19,2O24 FEB IJ 2024 '- Zoning Board of Appeals Town Of Southold Building Department 54375 Main Rd. P.O.Box 1179 Southold,NY 11971 RE: Andres Londono 435 Inlet Dr, Mattituck ` Stop Work Order-REV Dear Mr.Jarski, On behalf of the owner,Andres Londono,of 435 Inlet Dr,Mattituck NY 11952.1 am requesting authorization for the contractor to close the envelope of the dwelling.This would entail installation of windows,roofing,house wrap,and siding. The owner understands that this is at theirown risk and the Building Department holds no liability if the Zoning Board of Appeals does not grant relief to the required yard setback. Application has been made to the Building Department for a letter of disapproval.Once received,application shall be made to the Zoning Board of Appeals for the required relief. For any correspondence related to this project please contact our office. Sincerely, Anthony PortiIlo,RA,LEED AP t= - 'r r%::. Page 1 of 1 msmith@amparchitect.com From: Anthony Portillo <aportillo@amparchitect.com> l Sent: Monday,January 29, 2024 12:25 PM To: Andres Londono RecE)IVed Cc: Doug Scharadin; Mathew Smith; Darcee Aufenanger Subject: Fwd:435 Inlet Drive FEB 1.5 2924 Andres, Zoning Board of Appeals Please see the email below from Nancy, it looks like you have the green light!! Thanks, Anthony ----------Forwarded message--------- From: Meyer, Nancy<nancym@southoldtownny.gov> Date: Mon,Jan 29, 2024 at 7:53 AM Subject:435 Inlet Drive To:Anthony Portillo<aportillo@amparchitect.com> Good morning Anthony, Per your letter dated January 19th regarding continuation of work on the Londono project;the building department agrees that you may continue work and close in the envelope on the conforming portions of the dwelling. Please note, all work is at your own risk until all necessary permits and variance approvals have been obtained. If you have any questions,feel free to reach out to the building department. Thank you, JVancy Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i ®Town Hall Annex Telephone (631)765-1802 �t, J� 54375 Main Road P.O. Box 1179 Southold,NY 1 1971-0959cou 0 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER Received TO: Dale Hardman FEB 1,5 2024 2405 Marratooka Road Mattituck, New York 11952 Zoning Board of Appeals YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 435 Inlet Drive Mattituck, New York S.C.T.M. 1000-106.-2-21 Pursuant to Section 144-8 Chapter of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond the scope of Building Permit#48721 issued 1/_11/2023 CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Zoning Board of Appeals has granted approvals and amended plans have been approved by the Building Department. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DA 18/202 hn . J r§ki S ni r B it in, Inspector ( ert. Mail) EF Nsave.and,C.Iose, ',�Tables,, 'StatNaO der (0)Fees es E(0� C% Notes(0 Docs(0)PAI Pictures Stop Work order Information 7-77-7--7- StopWork-brder'fype:•'"",`WORKING WITHOUT A PERMIT ":'Statm)OPEN ' 1 j2 2�-3 Desdripilon: construction beyond scope of BP 4 . Stop Work Order'Date:.Assigned To:,,i JOHNJ Create''d,6y: I CONNIEB Reqdite&D6t6 7, r] SendkernWder Prior to,Reqwired Date Stop Work issued 1011812023 for construction beyond scope of BP 48121 Needs amended plans for demolnew and ZBA for front and side setbacks. FORM NO.4 • TOWN )OF SOUTHOLD r ' BUILDING DEPARTMENT t TOWN CLERK'S OFFICE SOUTHOLD, N. Y. seceive FEB 15 ZU4 CERTIFICATE OF OCCUPANCY Zoning Board ofi Appeals No. Z 2879 Date 00tob@r 20 , 1915.7 . THIS CERTIFIES that the building located at Inlet Drive.& Cetatral Djgtreet Map No. G i ocl, No. . Lot No. 90 . . . . . . . xattf'Atuck,X.Y. conforms substantially to the Application for Building Permit heretofore filed in this office dated NCKt ember 15 , 19 66 pursuant to which Building Permit No. .331.1 Z dated g°yer is ., 19.Q6 , was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is . . addition to.one.family. dwelling . . . . . . . . . . . . ... . . . . . . . .. . The certificate is issued to 80tertF. .AJ)4tV aEt.n .QIn0r . . . . . . . . . . . . . . . . . . . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval . . . . . . . . .. . . . . . . . . . . Building Inspe�or'`-'1 FORM NO 4 TOWN OF SOUTHOLD l BUILDING DEPARTMENT Received Office of the Building Inspector Town Hall �024 Southold, N Y. FEB Zoning Board of Appeals Certificate Of Occupancy No . . Z- 16845 . Date May, 4, THIS CERTIFIES that the building 2 n d Sto.ry. Addition. ..&_ A.1.t e r a t.i o n. . , . . . . . . . . . . . . . . . Location of Property 345 Inlet Drive . . Matt.ituck,, .N;N.Y. House No . . Streei -Ham%r County Tax Map No 1000 Section 106 Block 2 Lot . .2.2 . . . . . . . . Subdivision . M/o Captain Kidd Ests. FiIed Maw No 1672 . . . .Lot No 90. . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated November 6, 1986 15479 Z . . . . . . . pursuant to which Building Permit No. . . . . dated November 8 , . 1986 was issued,and conforms to all of the requirements of the applicable provisions of the law The occupancy for which this certificate is issued is . . . . . . . . 2nd STORY ADDITION & ALTERATION TO FIRST FLOOR OF EXISTING ONE FAMILY DWELLING The certificate is issued to ,HELEN ZOGRAFAKIS . . . (owner��Cs�'eFF ifTCt�TiHtyC% of the aforesaid building Suffolk County Department of Health Approval N/A , UNDERWRITERS CERTIFICATE NO PENDING, PLUMBERS CERTIFICATION DATED: April 25, 1988 - MASTER PLUMBING l Bui g Inspector *Door from- kitchen to rear stoop to be barricaded untilrailings on stoop installed. Rev 1181 FORM 110. 4 Receive TOWN OF SOUTHOLD BUILDING DEPARTMENT FEB Ifi 2024 Office of the Building Inspector Town Hall d of Appeals Southold, N.Y. Zoning Boar CERTIFICATE OF OCCUPANCY NO: Z-29385 Date: 04/23/03 THIS CERTIFIES that the building ADDITION Location of Property: 345 INLET DRIVE MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 2 Lot 22 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 22, 2002 pursuant to which Building Permit No. 28305-Z dated APRIL 22, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is COVERED PORCH ADDITION AND DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to HELEN ZOGRAFAKIS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A ///AuAorized Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD Received BUILDING DEPARTMENT office of the Building Inspector FEB 1 5 2024 Town Hall Southold, N.Y. Appeals Zoning Board of CERTIFICATE OF OCCUPANCY No: Z-33069 Date: 06/02/08 THIS CERTIFIES that the building ACCESSORY Location of Property: 345 INLET DR MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 2 Lot 22 Subdivision Filed Map No. Lot NO conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 15, 2006 pursuant to which Building Permit No. 32600-Z dated DECEMBER 27, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY INGROUND SWIMMING POOL WITH FENCE TO CODE AS APPLIED FOR. The certificate is issued to HELEN ZOGRAFAKIS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 4280 02/03/07 PLUMBERS CERTIFICATION DATED N/A uthorized Signature Rev. 1/81 I TOWN OF SOUTHOLD BUILDING DEPARTMENT 9 TOWN CLERK'S OFFICE Received SOUTHOLD, NY FEB 1.5 2024 BUILDING PERMIT Zoning Board of Appeals (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48721 Date: 1/11/2023 Permission is hereby granted to: Hardman, Dale 2405 Marratooka Rd Mattituck, NY 11952 To: Construct alterations and legalize as-built additions & deck, as applied for, with SCHD approval. J At premises located at: 435 Inlet Dr., Mattituck SCTM #473889 Sec/Block/Lot# 106.-2-21 Pursuant to application dated 4/25/2022 and approved by the Building Inspector. To expire on 7/12/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $665.60 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $572.80 CO-ADDITION TO DWELLING ` $50.00 Total: $1,288.40 Building Inspector AGRICULTURAL DATA STATEMENT Received ZONING BOARD OF APPEALS TOWN OF SOUTHOLD FEB 15 2024 WHEN TO USE THIS FORM: This form must be completed by the appliO �0FARYdsINc40"s permit, site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant:AMP Architecture 2. Address of Applicant: PO Box 152, Mattituck, N.Y. 11952 3. Name of Land Owner(if other than Applicant): Laura Londono 4. Address of Land Owner: 435 Inlet Dr, Mattituck, NY 11952 5. Description of Proposed Project: Please See Attached 6. Location of Property: (road and Tax map number) 435 Inlet Dr, Mattituck, NY 11952; SCTM: 1000-106-2-21 7. Is the parcel within 500 feet of a farm operation? { } Yes {x} No 8. Is this parcel actively farmed? { } Yes {x} No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the b is page if there are additional property owners) Signature of Applic Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. ry f 617.20 �l Appendix B FEB �.. Z024 Short Environmental Assessment Form Zoning Zoning Board of Appeals Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Londono Residence - House Addition and Pool Project Location(describe,and attach a location map): 435 Inlet Dr, Mattituck, NY 11952 Brief Description of Proposed Action: Rebuilding South Side of Home which is beyond existing setback line and addition of pool in rear yard Name of Applicant or Sponsor: Telephone: 631-603-9092 AMP Architecture E-Mail: msmith@amparchitect.com Address: 10200 Main Rd Unit 3A City/PO: N State: Zip Code: Mattituck N.Y. 11952 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. V 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: Building Department J 3.a.Total acreage of the site of the proposed action? 0.3 acres b.Total acreage to be physically disturbed? 0.07 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.3 acres 4. Check all land uses t�at occur on,adjoining and near the proposed action. ❑ Urban V Rural(non-agriculture) ❑ Industrial ❑Commercial 14 Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑ Parkland Page 1 of 4 5. Is the proposed action, ecei ( NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? FEB J 6. Is the proposed action consistent with the predominant character of the exist'n natural NO YES landscape? Zoning Board ofi ��� �� J 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO_ YES If Yes,identify: J 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES J b.Are public transportation service(s)available at or near the site of the proposed action? J c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? J 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: J 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: _/ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? J b.is the proposed action located in an archeological sensitive area? J 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? J b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? / If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑ Wetland ❑Urban 61 Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? J 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? @(NO ❑YES J b.Will storm water discharges be directed to established conveyance systems(runoff an storm drains)? If Yes,briefly describe: ❑NO[YES drywells will be installed for the pool and existing storm discharge shall be reused for the dwelling Page 2 of 4 18.Does the proposed action include construction or other activitH@CT MUimpoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: FEB J 19.Has the site of the proposed action or an adjoining property een a location of an active or closed NO YES solid waste management facility? If Yes,describe: J 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: J I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: >Qi Ll✓� Date: 2 Z 7i Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 Received FEB 1.5 2024 (� No, Moderate small to large impact impact Zoning Board of Appeals may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 � Il Received FEB 1.,5 2024 Board of Zoning Appeals Application Zoning Board of Appeals AUTHORIZATION (Where the Applicant is not the Owner) l� Laura Londono residing at 435 Inlet Dr, Mattituck, NY 11952 (Print property owner's name) (Mailing Address) do hereby authorize (Agent) AMP Architecture (Anthony Portillo) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. 1111:�k(-1 A�m AM (Owner's Sign re) � Ira, l on(J- mn (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Laura LOndono (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) �, 11 TYPE OF APPLICATION: (Check all that apply) Received ,A `' Tax grievance Building Permit Variance X Trustee Permit Fim Change of Zone Coastal Erosion Approval of Other(activity) PlanninMooring �oning Board of Appeals O activi Y) g Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town o cer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of 1� 20 24 Signature Print Name Laura Londono APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : AMP Architecture (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) I TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Received Variance X Trustee Permit Change of Zone Coastal Erosion FEB g 2024 Approval of Plat Mooring Other(activity) Planning eals �o�jng Board of App Do you personally(or through your company,spouse,sibling,parent,or child)have a relati ns ip with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO CNIJ If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of=� '20 Signature 1 Print Name O kt C7 Town of Southold Received LWRP CONSISTENCY ASSESSMENT FORM FEB 1.5 2024 A. INSTRUCTIONS Zoning Board of Appeals 1. All applicants for pernlits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 106 - 02 " - 21 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. E Building Dept. d Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Rebuilding South Portion of Existing Single Family Residence & installation of new In-Ground Pool. Received Location of action: 435 Inlet Dr, Mattituck, NY 11952 FFB 1. 5 2024 Site acreage: 0.3 acres zoning Board of Appeals Present land use:Single Family Residence Present zoning classification: R-40 Non Conforming 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant- AMP Architecture (b) Mailing address: 10200 Main Rd Unit 3A, Mattituck, NY 11952 (c) Telephone number:Area Code( ) 631-603-9092 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable Proposed work Restores the existing condition of the home and adds a pool which is in character of the surrounding community. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 4 Not Applicable � tf ReCeivec FEB 15 202.4 Zoning Board of Appeals :7 s Photo Looking West—Front Elevation Photo Looking East—Rear Elevation ek e r w4 a x ca Photo Looking Northwest—Left Elevation of Rebuilt Area Photo Looking Northeast—Right Elevation of Rebuilt Area Londono — 435 Inlet Dr,Southold Owner: Laura Londono Applicant:AMP Architecture All Photos Taken:October 18,2023 1 �1 Received FEB 15 2024 Zoning Board of Appeals Yob_ 1 } AIM- �P r 1 y d r , eti_ xY t" 'L, �V' g, rt.x•-:.AaaYq'.�'.l n:'H liF?o Le v Y ..a¢.act>':.`.. .. 'w i 1:.. ec. Photo Looking West—Proposed Pool Area Photo Looking North—Proposed Pool Area r� b- Photo Looking West—Towards Garage&Proposed Pool Area Photo Looking West—Towards Garage&Proposed Pool Area Londono — 435 Inlet Dr,Southold Owner: Laura Londono Applicant:AMP Architecture All Photos Taken:October 18,2023 2 A.j 2 VOWN OF SOUTHOLE) POMPERTY F !MD A—V -,OWN STREET VILLAGE SUB. LOT 61hlo Ile, Z-- OWNER C�,-�kvtvlicj Pof,5�N E I ACREAGE V, LA Fs W i TYPE OF BUILDING _ R E S,,Vo SEAS. VL. FARM comm. IND. CB. I MISC. LAND I IMP. TOTAL DATE REMARKS 7 72. V/7/7 / gaID o-o. T r).67V1A1,C TO a1'1AJr,9-1A1-; ray A ok7183._. We ck a S 1 1126 17Y 12/2 7 1qF AGE B�ILDING CONDIT19 _ema NEW NORMAL 3 02C 1/- 70 OW ABOVE j- Farm Acre 5id I 'e Per Acre clue Lj q 70 T llable1— qV00 L Ac AD ff0,v 4 j Tillable7ba --ROOC 7 aO-,I- 3 -- ----------- 4 Tillable 3 j45 Woodland Swampland 5' Brushland rn CCD House Plot CL 0 CA CD > 491- CD Total 1 ' r s. rw IS � I 1 lyl' - - - -- - - - � t f - � . td h 7m V t j 106.-2-21 11/07 I 1- _' - M Bldg. r` f I ,L I � �r ,,.�'' Foundction � � �. Bath al j - _ - - - -- -- - - --- �xtensicn Lx - tj ,. '�_Y� ( Basement �- Floors Extension l xt. Walls t /1IJ Interior Finish Extension I Fire Place ( Heat 01-07 ..n (� � , !� g Porch Attic W m * - Porch Rooms ]st Floor a Breezeway Patio Rooms 2nd Floor c — Garoge T � Driveway m O. B. I «ti ADS rro7 - — - -- �---- t 5 43 7 lad 47 1 .eL ZBA CHECK FEES - 2024 Funding Account - B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 2/12/2024 Wershoven,Christopher 7910 $1,250.00 214 2/16/2024 2/12/2024 Falkenbach, Diana 7909 $750.00 230 2/16/2024 2/15/2024 Londono, Laura N7:91�� $1,250.00 163 2/16/2024 2/15/2024 Spinaris,Andrea 7912 $2,500.00 1254 2/16/2024 $5,750.00 RECEIVED F E B 1 6 2024 Southold Town Clerk ' Town of Southold P.O Box1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/16/24 Receipt#: 322934 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7909 $750.00 1 ZBA Application Fees 7910 $1,250.00 1 ZBA Application Fees 7911 $1,250.00 1 ZBA Application Fees 1254 $2,500.00 Total Paid: $5,750.00 Notes: 1 Payment Type Amount Paid By CK#1254 $2,500.00 All Island Opportunities Inc. CK#214 $1,250.00 Christopher P Wershoven CK#230 $750.00 Diana M. Falkenbach CK#163 $1,250.00 Laura Londono Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: All, Island Opportunities Inc. 275 Adams Blvd Farmingdale, NY 11735 Clerk ID: JENNIFER Internal ID: 1254 1.63 LAURA LONDONO JEN DATE NIFER M DUENAS DALE T HARDMAN (� 435 INLET DRIVE11952 MATTITUCK,NY J N �f TO THE nm� ���• c DOLLARS PAY ORDER OF CHASE 1 r nk,14- -: -_ - -. � �P JPMorgan Chase Ba C9� WWW.Chase.com ;: i s MEMO — — - - RECEIVED F E B 1 6 2024 Southold Town Clerk I"_w-4 5790ejfd kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION ifThe Suffolk Times State of New York, -10 County of,Suffolk County, 66'�1 The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County, New York.I certify that the public notice,a printed copy of which is attached hereto,was printed and published in this newspaper on the following dates: 07/04/2024 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county, and as such,is eligible to publish such notices. G? /LCL&<4" '-7-'EcL— Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 10 day of July 2024 AL AL AL Digitally signed :Public SWREA by douglas w rea tate of New York Date: 2024.07.10 E6398443 20:22:31 +00:00 lbany County [Notary pires Sep 30,2021 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPE• THURSDAY,JULY 11,2024 at 10:00 AM ' PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY.JULY 11,2024: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar. px. 10:00 A.M.-LAURA LONDONO#7911 Request for Variances from Article XXIII,Section 280-124;and the Bull ' g Inspector's January 26,2024 Notice of Disapproval based on an app cation for a permit to construct additions and alterations to existing gle family dwelling and construct an accessory in-ground swimming pool;1)construction located less than the code required minimum side and setback of 10 feet;2)more than the code permitted maximum lot coverag of 20%;located at:435 Inlet Drive,Mattituck,NY.SCTM No.1 0-106-2-21. 10:10 A.M.-JONATHAN PRESSEAU#7920 Request for Variances from Article XXIII,Section 280 4; icle XXXVI,Section 280-207A(b);and the Building Inspector's February 14,2024 lice of Disapproval based on an application for a permit construct additions and alterations to a single family dwelling and to legalize the"as uilt"addition and"as built"shed addition,at;1)locate less than the code required minimum side yard setback of 10 feet;2)more than the code ermitted maximum lot coverage of 20%;3)gross or area exceeding permitted maximum square footage for lot containing up,to 20,, s uare feet in area;located at:2905 Stillwater Ave a(Adj.to East Creek),Cutchogue,NY.SCTM No.1000-136-2-4. 10:20 A.M.-2440 VILLAGE LANE.LLC.#7918:Re est for Variances from Article XXIII,Sectio 280-124;Article XXXVI,Section 280-207;and Article XXXVI,Section 280-208;and the Building In pector's March 7,2024,Notice of Disap oval based on an application for a permit to construct additions and alterations to an existing si gle family dwelling;at;1)less than th code required minimum front yard setback of 35 feet; 2)less than the code required minimum rear yard se ack of 35 feet;3)more than the cc a permitted maximum lot coverage of 20%;4)gross floor area exceeding permitted maximum square foo ge for lot containing up to 10, quare feet in area;5)the construction exceeds the permitted sky plane as defined in Article 1,Section 280 of the Town Code;located a 2440 Village Lane,(Adj.to Orient Harbor)Orient,NY. SCTM#1000-26-1-17.1. 10:30 A.M.-VINCENT PELLY#7921-Request for Varian s from Article XXIII,Sec' n 280-124;and the Building Inspector's January 30,2024 Notice of Disapproval based on an application for a permi o construct a breeze y and garage addition,deck alteration and on in-ground swimming pool with raised patio addition to an existing sin Ile family dwelling;1 construction located less than the code required minimum rear yard setback of 35 feet;2)more than the code permitted ma um lot covera of 20%;located at:3275 North Bayview Road,Southold,NY. SCTM No.1000-71-1-39. 10:40 A.M.-STEVE AND FURTUNE MANDARO#7923-Request or Varianc from Article XXIII,Section 280-124,and the Building Inspector's March 4,2024 Notice of Disapproval based on an application for permit demolish(as per Town Code definition)and reconstruct a single family dwelling;1)located less than the code required minimum fr t yar setback of 35 feet;2)located less than the code required minimum side yard setback of 10 feet;located at:2135 Bay Avenue,(Adj.to M io Lake)East Marion.SCTM No.1000-31-17-4. 10:50 A.M.-LAINE FILASKY ##7919-Request for a Variance from cle XI,Section 280-49;and the Building Inspector's February 5,2024 Notice of Disapproval based on an application for a permit to cons! dditions and alterations to a single family dwelling,at;1)located less than the code required minimum front yard setback of 100 feet,loc ed :1345 Old Main Road,Mattituck,NY.SCTM No.1000-122-7-7.1. 11:00 A.M.-GEORGE DANGAS#7922-Request for Variances fro Article V,Section 280-18;Article XXII,Section 280-116A(1);and the Building Inspector's December 11,2023 Notice of Disapproval based on a applicati n for a permit to construct a deck addition to an existing single family dwelling and an in-ground swimming pool;1)located le han the co required minimum combined side yard setback of 35 feet;2) located less than the code required 100 feet from the top of th luff;located :1900 Hyatt Road,(Adj.to Long Island Sound)Southold,NY. SCTM No.1000-50-1-3. l l:10 A.M.-STEPHANE SEGOUIN#7891-Request for Varia es from Article XX ,Section 280-124;Article XXII Sec 280-116(A)1,Article XXXVI, Section 280-208A;and the Building Inspector's November 2023,Amended Dece ber 13,2023 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)an econstruct a single fam dwelling,a new accessory in-ground swimming pool,and to legalize two as built accessory decks;at;1)more than he code permitted maxim lot coverage of 20%;2)dwelling located less than the code required minimum side yard setback of 7.5 feet;3) welling exceeds the permitt sky plane as defined in Article I,Section 280-4 of the Town Code;4)dwelling located less than the code req ired 100 feet from the top of the luff;5)swimming pool located less than the code required 100 feet from the top of the bluff;6)accesso deck located less than the code quired 100 feet from the top of the bluff;7)accessory deck located seaward of the top of the bluff;locate at 310 the Strand,(Adj.to Long Islan Sound)East Marion,NY. SCTM No.1000-21-5-5. 1:00 P.M.-GRANDVIEW DRIVE REALTY.LLC N NT PANETTIERI#7 -Request for V 'ances from Article III,Section 280-15;Article XXII, Section 280-116A(1);and the Building Inspector's arch 5,2024,Amended March 15,2024 lice s Disapproval based on an application for a permit to legalize an as built accessory pavilion, t;1)located less than the code required mi ' um side yard setback of 15 feet;2)located less than the code required 100 feet from the top of a bluff;located at:2410 Grandview Drive,(Adl to Long Island Sound),Orient,NY.SCTM No. 1000-14-2-3.9. 1:10 P.M.-JAMES HUETTENMOSER#7884- Adjourned from March 7,2024 and April 4,2024)Re uest for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-207;an the Building Inspector's November 8,2023 Notice of ' approval based on an application for a permit to demolish an existing single famil dwelling and construct anew two-story single family d [ling;1)located less than the code required minimum side yard setback of 10 feet;2) ore than the code permitted maximum lot coverage of 200 3)gross floor area exceeding the permitted maximum square footage for of containing up to 20,000 square feet in area;located at:22 Cedar Lane(Adj.to Spring Pond),East Marion,NY. SCTM No.1000-37-4-7. :20P.M.-ROLAND GRANT PRESIDE T OF S T INC. 7:(Adjourned from February 1,2024)Requ st for Variances from Article XV, Section 280-62C;Article XV,Section 2 -64B and 280-64C;and the Building Inspector's August 4,2023,Ame ded October 17,2023 Notice of Disapproval based on an application or a permit to demolish existing buildings and construct two public self- torage buildings(A&B),with building°A"creating an accessory artment on the second floor and to maintain the existing 26.8%by 37 ft. arage/storage building;at;1) buildings'A and B'less than the cc a required minimum variable front yard setback of 70 feet;2)buildings'A a B'less than the code required minimum rear yard setback of 70 f t;3)buildings'A and B',located in the HALO Zone,more than the permitted linear of frontage on one street;4)building'A'proposing a on-permitted accessory apartment use;5)garage/storage less than the code r quired minimum front yard setback of 100 feet;6)garage/st rage less than the code required minimum side yard setback of 20 feet;located a•800 Horton Lane,Southold, NY.SCTM#1000-63-1-9. 1:30P.M.- OSEPH A.GEBBIA AND TERE A M.DUNN# 90 -(Adjourned from June 6,2024)Request for Variances om Article 11,Section 280- 9A(1);Article III,Section 280-1 4;and the Building Inspector's December 27,2023,Amended January 12,2024,Notice of Disapproval and requesting a reversal of the EtWiding Inspector's Notice of Disapproval dated January 12,2024;based on an application for lot recognition and to legalize a lot created prior to June 30,1983 at;1)lot does not conform to Bulk Schedule AA;2)lot is less the code required minimum lot size of 80,000 square feet;3)lot is less than the required lot depth of 250 feet;4);located at 2146 Route 25 and 475 Condor Court,Laurel,NY. SCTM No. 1000-127-3-6.4 and 1000-127-3-6.5. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSouthold If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownnygov. Dated: June 20,2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 LEGAL NOTICE 111 )iUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,JULY 11,2024 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 1 1 971-0959,on THURSDAY.JULY 11,2024: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING alre on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. C 1090 A@-0-LAURA LONDONO 7911�'e uest for Variances from Article XXIII,Section 280-124;and the Building Inspector's January 26,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to existing single family dwelling and construct an accessory in-ground swimming pool;1)construction located less than the code required minimum side yard setback of 10 feet;2)more than the code permitted maximum lot coverage of 20%;located at:435 Inlet Drive,Mattituck,NY.SCTM No.1000-106-2-21. 10:10 A.M.-JONATHAN PRESSEAU#7920-Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-207A(b);and the Building Inspector's February 14,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling and to legalize the"as built"addition and"as built"shed addition,at;1)located less than the code required minimum side yard setback of 10 feet;2)more than the code permitted maximum lot coverage of 20%;3)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;located at:2905 Stillwater Avenue(Adj.to East Creek),Cutchogue,NY.SCTM No.1000-136-2-4. 10:20 A.M.-2440 VILLAGE LANE.LLC.#7918:Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-207;and Article)OMI,Section 280-208;and the Building Inspector's March 7,2024,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at;1)less than the code required minimum front yard setback of 35 feet; 2)less than the code required minimum rear yard setback of 35 feet;3)more than the code permitted maximum lot coverage of 20%;4)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area;5)the construction exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code;located at 2440 Village Lane,(Adj.to Orient Harbor)Orient,NY. SCTM#100D-26-1-17.1. 10:30 A.M.-VINCENT PELLY#7921-Request for Variances from Article XXIII,Section 280-124;and the Building Inspector's January 30,2024 Notice of Disapproval based on an application for a permit to construct a breezeway and garage addition,deck alteration and on in-ground swimming pool with raised patio addition to an existing single family dwelling;1)construction located less than the code required minimum rear yard setback of 35 feet;2)more than the code permitted maximum lot coverage of 20%;located at:3275 North Bayview Road,Southold,NY. SCTM No.1000-71-1-39. 10:40 A.M.-STEVE AND FURTUNE MANDARO#7923-Request for Variances from Article XXIII,Section 280-124,and the Building Inspector's March 4,2024 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single family dwelling;1)located less than the code required minimum front yard setback of 35 feet;2)located less than the code required minimum side yard setback of 10 feet;located at:2135 Bay Avenue,(Adj.to Marion Lake)East Marion.SCTM No.1000-31-17-4. 10:50 A.M.-LAINE FILASKY ##7919-Request for a Variance from Article XI,Section 280-49;and the Building Inspector's February 5,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling,at;1)located less than the code required minimum front yard setback of 100 feet;located at:1345 Old Main Road,Mattituck,NY.SCTM No.1000-122-7-7.1. 11:00 A.M.-GEORGE DANGAS#7922-Request for Variances from Article IV,Section 280-18;Article XXII,Section 280-116A(1);and the Building Inspector's December 11,2023 Notice of Disapproval based on an application for a permit to construct a deck addition to an existing single family dwelling and an in-ground swimming pool;1)located less than the code required minimum combined side yard setback of 35 feet;2) located less than the code required 100 feet from the top of the bluff;located at 1900 Hyatt Road,(Adj.to Long Island Sound)Southold,NY. SCTM No.1000-50-1-3. 11:10 A.M.-STEPHANE SEGOUIN#7891-Request for Variances from Article XXIII,Section 280-124;Article XXII Sec 280-116(A)1,Article XXXVI, Section 280-208A;and the Building Inspector's November 8,2023,Amended December 13,2023 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single family dwelling,a new accessory in-ground swimming pool,and to legalize two as built accessory decks;at;1)more than the code permitted maximum lot coverage of 20%;2)dwelling located less than the code required minimum side yard setback of 7.5 feet;3)dwelling exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code;4)dwelling located less than the code required 100 feet from the top of the bluff;5)swimming pool located less than the code required 100 feet from the top of the bluff;6)accessory deck located less than the code required 100 feet from the top of the bluff;7)accessory deck located seaward of the top of the bluff;located at 310 the Strand,(Adj.to Long Island Sound)East Marion,NY. SCTM No.1000-21-5-5. 1:00 P.M.-GRANDVIEW DRIVE REALTY,LLC/VINCENT PANETTIERI#7924-Request for Variances from Article 111,Section 280-15;Article XXII, Section 280-116A(1);and the Building Inspector's March 5,2024,Amended March 15,2024 Notice of Disapproval based on an application for a permit to legalize an as built accessory pavilion,at;1)located less than the code required minimum side yard setback of 15 feet;2)located less than the code required 100 feet from the top of the bluff,located at:2410 Grandview Drive,(Adj.to Long Island Sound),Orient,NY.SCTM No. 1000-14-2-3.9. 1:10 P.M.-JAMES HUETTENMOSER#7884-(Adjourned from March 7,2024 and April 4,2024)Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 280-207;and the Building Inspector's November 8,2023 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new two-story single family dwelling;1)located less than the code required minimum side yard setback of 10 feet;2)more than the code permitted maximum lot coverage of 20%;3)gross floor area exceeding the permitted maximum square footage for a lot containing up to 20,000 square feet in area;located at 2235 Cedar Lane(Adj.to Spring Pond),East Marion,NY. SCTM No.1000-37-4-7. 1:20 P.M.-ROLAND GRANT.PRESIDENT OF$QUEST.INC.#7847:(Adjourned from February 1,2024)Request for Variances from Article XV, Section 280-62C;Article XV,Section 280-64B and 280-64C;and the Building Inspector's August 4,2023,Amended October 17,2023 Notice of Disapproval based on an application for a permit to demolish existing buildings and construct two public self-storage buildings(A&B),with building"A"creating an accessory apartment on the second floor and to maintain the existing 26.8 ft by 37 ft.garage/storage building;at;1) buildings'A and B'less than the code required minimum variable front yard setback of 70 feet;2)buildings'A and B'less than the code required minimum rear yard setback of 70 feet;3)buildings'A and B',located in the HALO Zone,more than the permitted 60 linear of frontage on one street;4)building'A'proposing a non-permitted accessory apartment use;5)garage/storage less than the code required minimum front yard setback of 100 feet;6)garage/storage less than the code required minimum side yard setback of 20 feet;located at:800 Horton Lane,Southold, NY.SCTM#1000-63-1-9. 1:30 P.M.-JOSEPH A.GEBBIA AND TERESA M.DUNN#7902-(Adjourned from June 6,2024)Request for Variances from Article II,Section 280- 9A(1);Article III,Section 280-14;and the Building Inspector's December 27,2023,Amended January 12,2024,Notice of Disapproval and requesting a reversal of the Building Inspector's Notice of Disapproval dated January 12,2024;based on an application for lot recognition and to legalize a lot created prior to June 30,1983 at;1)lot does not conform to Bulk Schedule AA;2)lot is less the code required minimum lot size of 80,000 square feet;3)lot is less than the required lot depth of 250 feet;4);located at 2146 Route 25 and 475 Condor Court,Laurel,NY. SCTM No. _ 1000-127-3-6.4 and 1000-127-3-6.5. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserflche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: httpJ/24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=Town0fSouthold If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southcldtownny.gov. Dated: June 20,2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 BOARD MEMBERS �*OF$U(/j�,0 s Southold Town Hall Leslie Kanes Weisman, Chairperson ti0 1p 53095 Main Road•P.O. Box 1179 .� .� Southold,NY 11971-0959 Patricia Acampora T T Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento COMM Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JULY 11, 2024 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, JULY 11, 2024: 10:00 A.M. - LAURA LONDONO #7911 - Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's January 26, 2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to existing single family dwelling and construct an accessory in-ground swimming pool; 1) construction located less than the code required minimum side yard setback of 10 feet; 2) more than the code permitted maximum lot coverage of 20%; located at: 435 Inlet Drive, Mattituck, NY. SCTM No. 1000-106-2-21. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals (ZBA)\Board ActionslPending. Link: http://24.38.28.228:2040/weblink/Browse.asr)x?dbid=0. If you have questions, please telephone our office at(631) 765-1809, or by email: kimf@southo/dtownny.gov. Dated: June 20, 2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 ��gUFFO��c® �® rj Town Hall Annex, 54375 NYS Route 25 y P.O.Box 1179 ti Southold,New York 11971-0959 2 Fax(631)765-9064 ZONING BOARD OF APPEALS DATE: June 3, 2024 '+ : I�NFS�TkRU:C�TI.O� �l�S Fi+O.R P�IrT�BLI�C HiEARIiN: Dear Applicant; The July 11, 2024 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions required to prepare'�for`th'e ZB))1 lip 'All which 'includes: II JJ Y I V M s� Y I . 1 I t I I !I I 1 + + tom' I i,a - PLEASE READ CAREaFUI.LY. `A. °„ ;'.r - _,�. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than July 3, 2024. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law, your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by July 3,2024,verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by ",S'PS'_CertfedMail ReturnYRece '° the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We Instructions for ZBA Public HearingV Page 2 ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by June 19,2024. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtownngov or elizabeth.sakarellos@,town.southold.Liy.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtown .gov/DocumentCenter/View/9694/TentativeRo112023 I�MiP�O��RAT4ANaT�IsNIST�R�i41CTIO�N,S Scan and emaii een NJ natwre cards and affid`avitsAto kimsf(a .o�utholdtownny.gov, and ** P12OP M�P�T�LY i1SiPS MAhL** the OOaR�I�GhNALS to the Town of SMu-thold, 1179,_Southol1 MNY 1,19r7,11In Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes—Board Assistant 1 ,Laserfiche Instructions for Zoning Board of Appeals Records TOWN OF . , SOUTHOLD Q t YEW Gcsvertutten Sereicea isitin t'nv Ihi I... 04-rar; Ira .'j I f fill - "�a,,.s ,�.;�::•::: y Mr i ..�� ,s,''`. .Js�'fii.r��,jr7/���+j�y rh� ',r r"2 r::. ''2�,• ,f,✓�.,;`� I ,,§ ,:� .?!L�•1.6��.�i'� .:YW� �.••'st' 'rS%:rl; ,� :.'r'°.✓:,^ ,:H't.,l..,F,,,. ',%y- .J atr.�.`.:��.,'Y.'"':- k;.r •�' ,.✓frl' '`'1.�-'k.'..,,�..;,L.}:.�, No:� ,.bTe2F`� "Ada `n, ,>s "slC�;. •'Iown'C.wTer r.Online;Psy_meths,:;;.:'-.'FovniRcca7ls ;,¢:i�,amfs..`",-,.,3 ;�a:y_" ,�1!.• ;,�•. .tn �r+.A�tt-,�•1. - urfa::i�';. 1``� s onsr' ;•a- av% ,is�YSi� .,tuYctcire` - '<,Aiinittes,.:;--,.`f 4�kYa.,. - `uabank:CSies6c.ir: �^So`r»i��r{st'uaii �' 'y•, .. ,.e'.,tom .: '''`J'!.a.�, .. Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche WehLink o vp neot,,•< -ep .•n•� -_ Home Browse searcn 7ownOfSouthdd TownOfSouthold N—e Page ccunt .rempwte rum•t , Tw I aer. z Entry Properties _'Town Wstorian Path rrv;tzes twnx"�f,+;�:tyld Zoning Board of npoeak(ZBn) .. Creation date cC1d. emu, Pap 2 of 29 Entries Last modified Metad.w Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserflche Webluek Ell tM:20L;r, -ep �C-c S-6 :uc Home Browse Search ;�nvnUr}oart•.old-Zomng Board of Appeals fZBA) Name Page count Tempt mname ^ Zoning Board of Appeals (ZBA) Alphabetical Index Entry Properties Board Actions "" e LaseAkhe Search Guides Path 1 Mee::ng Schedules i htl't:i$Oud JI;IIIC:U Ig[:cJl. of Appeois(ZBA) A9nures/AgendasrLegal Notices/Hearings Creation date :.I Pending 7rO2h;'S2:L':6 Phi Reports Last modified —special Event Permits 923RO17 11:07:1•:AM TraWng RegwremenK ZBA Oifldal5 z Metadata _I ZBA Poll— Exceptions List Code 2tS0-ICC(3) ' 7urisoicdon Wting .,F 2HA Bock of Mapped 197:Existing Lots "$9 o<edure&P�clr i 5 Agreements.ConVaGs 8�d5e5 :ranlheenAfpap,�,iy to Bulk Schedules -.A Entries Page I o1 1 Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserflche WehLink Home Browse Search 'c••mprynP^^i" L^rnrea,:ui-r•�e!••peealz s:EAl�Board Actions came page count TemPlnre lame ^ Board Actions 1957-1979 z Entry Propernes '-' :980-I999 Path loco T;A•,nn(ct;yw:;�dCZ=::s B41r0 2001 Creadon date 2002 2003 Last modified 2004 3;X12017;1:36:01 LIO 2005 ?Aetadata `;2006 2007 200a 2009 _.._._.__.___...._.._...� 2010 8 Raults .012 .013 201A 20r5 Z016 2017 Pending .. .. . rn.rrestth•irt�eartuf,u!W psVt-nts.l'ic_� ea„e f..f 1 -•----- Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 2017 Board aei uo date 71 ..d 1ntmaGiOM ..d 701, 97 aoard anions Metaeaea 13 aDild—c m 1. it'll ',ch, �-ei SU soxn! M-1 s9 —d —d—rx soard AD— xi —d —rd 7.9 J 1 Bore Above: See listed File Numbers. Click on file you are searching. cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebLink Home Browse Search sec", -esujts,y Relevance Records Management Search J 7016 BcI A'Non' 33 pages, Rold n—h..,. Page count:83 Template name:Board AC'Jons Reset ,� Cali,and Kristen Cashel aRODERTY LOCATION:162Lower Sh,nglei-idl.�icner 4 19,2017 97016.Cashel SCrM No,1000-¢I-26 mr—S D­rval to rem.... y 19.2017 47016.Cashel SCTM No.1000.9-1-26 GRANT.[he variances as Search--s '9 COLIN&KRIS-N CASH EL SECTION 009 BLOC 70 Thomas AhIgren(Cashel).DO Box 3s2 Rsh­wandAY.. Show more information 7018 Board AC' 56 page;;) Page count:56 Template name:Board Actions 9:30 kiA.-CCLIN CASHEL AND Variances under Article 10.5ection ANN... ance(S)KRIST9N CASHEI-07016-Re-est proposed trellis located in other the... Show more nforrhat,on Above: Shows you files that can/ be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.-l-1. v _ Laserfiche Instructions ZBA Files • Page 4 Laserfiche Webl.ink Home Browse search %,wrofsouzn,i!o.Zoning Board of A00+.+als 1.0AI-Minute9Agendas/Legal Notice5lHearings t Name Page count Template!urns Minutes/Agendas/Legal , Notices/Hearings '.7j 1957-197il ""1960-1999 Entry Properties ' `7 1000 2009 path Tow11of5atttha:dtZanht¢Board w12010 of Appears 'M 2011 (ZBA7lfainut:./:�endds'Legal .-I-2W 7 rJOf:cev9lt!ilrinb'; " Creation date "2013 711 w"20012:S740 PM 201a Last modified ;20/5 12r,U1201G i5:tti af•!. .,�2016 S Metadara 2017 11 Enh No n1e'—d3ta aSS fined Page'of I Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche Web Link " e rolyw?6un4 leis a.rrot Home Browse Search -."nofsouthoio-Zoning Board of appeals(ZBA7•M;nutc'AgendaS,Legal N0ace5!HeanngS,2017 2017 Name -age count Template name ZBA-01:0512017 Entry Properties l 1 i ZBA-01:05/201.Agenda Path 7BA:01/05•12017 aeanng 40 -7wnC�5:a:Pfilr,_•!inn 3cart '- .JA:oeaJ5 ,-ZBA 01 i05!2017 tN rZ'AI\J.enu[eY Ay�ant;d;•_?t.t: L ZBA-01/19!2017 2 `lnJte'yFie:inng5,G7J-. 23A-07110201 7 Agenda - Creation date 7 ._,•hi?O l.j' + ZBA-02,'02/2017 Last modified ZBA-02!021201 c Agenda 4 o'9r70:?a;53:i7-tii _ZBA-02i02!2017 Hearing 45 : Metadata Z3.>-02/02/2017 N 3 23A-0-✓1.6/2017 Agenda 3 t1,rtl?1dUdta-r>;IY+r?LI ZBA-02!1 b/201?Special3 Z3A.03/02/2017 7 =edure@RryWts �( .MheehlVpapzmen2Uses2i _;ZBA-037022017 Agenda a __-----_ ti ZBA-03102120171—Ing 65 Z8A-03i02!2017 LN 3 ZBA-03!l6;2017 Agenda 3 Z3A.03!16/2017 Special 3 ZB.A-04/062017 - 7 ZBA.0 410 62 0 1 7 Agenda d y ZBA-W:!0612017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. TI � -� � 'r Ht�l�li�l The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpm.//Southoldtownny.gov/calendar.aspx NAME : LONDONO, LAURA #7911 SCTM #m. I 000=1 06=2=21 VARIANCE: YARD SETBACK & LOT COVERAGE REQUEST: CONSTRUCT ADDITIONS AND ALTERATIONS TO INN EXISTING SINGLE FAMILY DWELLING AND CONSTRUCT ACCESSORY IN GROUND SWIMMING POOL DATE : THURS. , JULY 11 , 2024 10:00 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. t ( ,1 � '� , SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS Laura Londono (Name of Applicant/Owner) 435 Inlet Drive Mattituck SCTM No. 1000- 106-2721 (Address of Property) (Section, Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK �. I Owner, (x ) A gent (ok ( ) residing at 10200 Main Road, Mattituck New York, being duly sworn, deposes and says that: On the 20 day of June , 20 24, I personally mailed at the United States Post Office in . Mattituck ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the (x) Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the appli is ropert , (Signature) Sworn to before me this DARCEE AUFENANGER day of �'UI V , 20 2'� NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County 2028 -A-X, Commission Expires January (Notary P c PLEASE list on the back of this Affidavit or on a sheet of paper,the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. PostalTM CERTIFIED-MAILO RECEIPT.,.. 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USPS Tracking 7q i FAQs > Tracking Number: 51 S Remove X 70222410000202238872 Copy Add to Informed Delivery(https://Informeddelivery.usps.com/) Latest Update Your package will arrive later than expected, but is still on its way. It is currently in transit to the next facility. m m CL Get More Out of USPS Tracking: USPS Tracking Plus° 'c Moving Through Network In Transit to Next Facility,Arriving Late June 24, 2024 Departed Post Office MATTITUCK, NY 11952 June 20, 2024, 3:07 pm USPS in possession of item MATTITUCK, NY 11952 June 20, 2024, 1:10 pm Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70222410000202238872%2C 1/2 7/12/24, 1:00 PM USPS.com®-USPS Tracking®Resu"- i � ALERT: FLOODING AND SEVER---WEATHER IN THE SOUTH, SOUTHEAST, AND CENTRAL U.S. ... USPS Tracking' FAQs > Ca11� � Tracking Number: Remove X 70222410000202238797 Copy Add to Informed Delivery(https://Informeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 10:23 am on June 29, 2024 in NORTH SALEM, NY 10560. m Get More Out of USPS Tracking: a USPS Tracking Plus® v 0 Delivered Delivered, Individual Picked Up at Post Office NORTH SALEM, NY 10560 June 29, 2024, 10:23 am See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® u Product Information u See Less Track Another Package https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70222410000202238797%2C 1/2 7/12/24, 12:39 PM USPS.com®-USPS Tracking®Res ALERT: FLOODING AND SEVERE WEATHER IN THE SOUTH, SOUTHEAST,AND CENTRAL U.S. ... USPS Tracking® FAQs > J ��Tracking Number: Remove X 70222410000202238865 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update This is a reminder to arrange for redelivery of your item or your item will be returned to sender. m Get More Out of USPS Tracking: a USPS Tracking Plus® v Delivery Attempt Reminder to Schedule Redelivery of your item July 6, 2024 In Transit to Next Facility July 1, 2024 Notice Left (No Authorized Recipient Available) HOLLIS, NY 11423 July 1, 2024, 3:30 pm Arrived at USPS Regional Facility BROOKLYN NY DISTRIBUTION CENTER June 21, 2024, 7:15 am Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER June 20, 2024, 8:54 pm Departed Post Office IMATTITUCK, NY 11952 https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70222410000202238865%2C 1/2 7/12/24, 12:39 PM USPS.com®-USPS Tracking®Res�1! , June 20, 2024, 3:07 pm ' USPS in possession of item MATTITUCK, NY 11952 June 20, 2024, 1:10 pm 0 Hide TrackingHistory ry What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less n Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238865%2C 2/2 7/12/24, 12:40 PM USPS.com@-USPS Tracking@ Res ALERT. FLOODING AND SEVERE WEATHER IN THE SOUTH, SOUTHEAST,AND CENTRAL U.S. ... USPS Tracking° ,��11 FAQs > Tracking Number: Z I2��Gi` US Remove X 70222410000202238 10 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your package will arrive later than expected, but is still on its way. It is currently in transit to the next facility. co cu n. Get More Out of USPS Tracking: Cr 0 USPS Tracking Plus@ 'c Moving Through Network • In Transit to Next Facility, Arriving Late ! June 24, 2024 Departed Post Office MATTITUCK, NY 11952 June 20, 2024, 3:07 pm USPS in possession of item MATTITUCK, NY 11952 June 20, 2024, 1:11 pm Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238810%2C 1/2 AM P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build 1 Laura Londono Zoning Board Hearing#7911 435 Inlet Drive, Mattituck SUM: 1000-106-2-21 106-2-19 James E Callahan Trust& Dorothea M Callahan Trust 12 Deveau Road North Salem, NY 10560 106-2-20 LaRosa J D 2016 1 rry Trt 16 Eliot Drive Lake Grove, NY 11755 106-2-22 Pandelis Zografakis 345 Inlet Drive Mattituck, NY 11952 106-3-12 Evangelos & Maria Mihaltses 87-03 1881h Street Holliswood, NY 11423 106-3-13 George & Dimitra Anastasis 470 Central Drive Mattituck, NY 11952 COMPLETE THIS SL�_,Dlv ON DELIVERY ■ Complete items 1,2,and 3. 4Y5ig ture i \ i ■ Print your name and address on the reverse Agent so that we can return the card to you. a"` �'� ❑Addressee f ■ Attach this card to the back of the mailpiece, B ceived b (Pr/n ed Name) C,. DWe ry r or on the:front if space permits. 1. Article Addressed to: D. Is delivery addreA different from item 1 ❑ es .� If YES,enter delivery address below: O No �I N ,►155 '�I 11 3. Service Type ❑Priority Mail Ex?re:' itI�IIIlI����I�I �� liJ� I III I I III IIIII Jill ❑Adult Signature ❑Registered•'' ❑Adult Signature Restricted Delivery ❑Re Isteredl' ..ricted O certified Mall® Delivery,, 9590 9., r/28 3310 3678 11 ❑Certified Mail Restricted Delivery ❑Signature c onto ationT" ❑Collect on Delivery ❑Signature Confirmation ! 2. Article-Number(transfer from SeryIce label ❑Collect on Delivery Restricted Delivery Restricted Delivery I !t `j! ,Q '+1 p n g 2 p 2 al3 I 18 8 0 3 yo)I Restricted Delivery 4 PS Form 3811,July 2020 PSN 7530-02-000-9053 :_�, Domestic ern Receipt n• t� _--_— i TOWN OF SOUTHOLD ` ZONING BOARD OF APPEALS C- )no SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING Laura Londono J (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I, C� GlS �X-VIGtC��t residing at 10200 Main Road Mattituck ,,New York, being duly sworn, depose and say that: I am the ( ) Owner or(x)Agent for owner of the subject property ; On the 2 day of JUIy , 2024, I personally placed the Town's Official Poster on subject property located at: 435 Inlet Drive, Mattituck The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of Th�day, .IiflV l 1� 2024 (0wne ignature) Sworn to before me this Day of , ( Ay ;,20 G l ( DARCEE AUFENANGER Notary Public) NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 J477 4. 'Ak. 'wi Ap Le' zi 'e';T -51 ..... ...... X94 Zt n4l MIR WIT".toll i W, a a .e \ .ill4 A � i 4 � F \ x Y fA d { � f� ����/ �yFI, s ► ,., NOTICE OF HEARING C�Yfi�r�j'�i'�` �W if) ` fhe following application will be heard by the Southold Town Board ' f/�r 'Ah, � of Appeals at Town Hall,53095 Main Road,Southoldyy' '� !' The application will ALSO be available VIA ZOOM WEBINAR-Follows t ` •-fl �� 4� ,t� link-http:Jlsoutholdtownny.govJ ale d -'� ar.aspx , �^ • Y'�Ilt . NADIIE: LONDONO, RA LAU r I� It►- ,�tv >r3I 7911 �i►�' �'Jd1i.�l..n�'' f J/ � �, .-. ;Y a sC7M #• 1000-106-2.21 'IARIANCE:YARD SETBACK& LOT COVERAGE D631f'III REQUEST: CONSTRUCT ADDITIONS AND (a��);a ALTERATIONS TO AN EXISTING ZWM` O �i 1p, I I SINGLE FAMILY DWELLING AND a'3 ..c1i5 $t ylll�'t! ff CONSTRUCT ACCESSORY IN GROUNDFig ! j ` 9 ' Jlltl11'1, V,D! Dq SWIMMING POOL _ yy TE: THURS a .,JULY 11, ro z024 10:00 u may review the filelsl on the town's webs,[,under Town RecoArtlslfWeblink 00F, Z /I C �f 20A/Board Actions,Pending. ZBA Office telephone SLR_. t{•, /��1,,.�. I631)765-7809 � g{ � 'e �4�F[I +t't�� R e _.:�..•�. ��R11� `. a1P'SYOb ,4�r.�4.�t �...........16R �� �� �``r�, •- BOARD MEMBERS so Southold Town Hall Leslie Kanes Weisman, Chairperson �p 53095 Main Road •P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �Q Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �CDO + Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 July 31,2024 Anthony Portillo AMP Architecture P.O.Box 152 Mattituck,NY 11952 RE: ZBA Appeal #7911,Londono 435 Inlet Drive, Mattituck SCTM No. 1000-106-2-21 Dear Mr. Portillo; Transmitted for your records are copies of the Board's July 25, 2024 Findings, Deliberations and Determination, the originals of which were filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call the office. i nce y, E. Fuentes Board Assistant Encl. cc: Building Department 4­' SEE SEC.NO.099 N, -""X" ...... 2.2 1.4A(c) MATCH Z, 5 'o' > rl 3 It 3 4 19.9A(c) "5T RD. A -7 .11.;d 7 3"0�' ro '99 S14 I3"s 13 is 19 17 is- CtATRAL SAA(C) % 02 '3 22 V1. '2.6 25 14 DR, 1 27 23 g".. V 4.1 ;31 3( - 24 t: 21A 'i 26 26t' 23 \A3A' 51 1"62 If 947 (4181 43-z_ia as 1,t 46 1. k_`2.! 4"b'a DR. '6'. 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Box 1179 Southold, NY 11971-0959 N T Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny-gov Date Received APPLICATION FOR BUILDING PERMIT DISAPPROVALFor Office Use Only D E C E 9 U E b PERMIT NO. Building Inspector: I JAN 2 4 2024, Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an i :�gc is t n, -"` r. Owner's Authorization form(Page 2)shall be completed. Date:11/03123 OWNER(S)OF PROPERTY: Name:Laura Londono SCTM# 1000-106-2-21 Project Address:435 Inlet Dr, Mattituck Phone#:631-384-4562 Email:londonopaintinginc@gmail.com Mailing Address:435 Inlet Dr, Mattituck CONTACT PERSON: Name:Mathew Smith Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR.INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other Phase 2-Conversion of screened porch to kitchen area. Phase 1 filed separately $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes []No i PROPERTY INFORMATION Existing use of property:Single Family DwellingFArethere e of property:Single Family Dwelling Zone or use district in which premises is situated: y covenants and restrictions with respect to R-40 y? ❑Yes so IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building torte Ordinance of the Town of Southold,Suffolk,County,New York and other applicable taws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a pass A misdemeanor pursuant to Section 210AS of the New York State Penal Law. t ' Application Submitted B name :AMP rchitecture PP Y(print name):AMP Agent Downer Signature of Applicant: Date: STATE OF NEW YORK) i SS: COUNTY OF Gut—Fb ly—) l � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the V4q e n* (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith Sworn before me this BARB ARA H.TANDY y Public, State Of New York Notary p , r ,(,� No. 01TA6086001 0 day of N��"�"`�'e — 20 a3 Qualified In Suffolk County Commissicn ExPires 3val Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Laura Londono residing at 435 Inlet Dr, Mattituck do hereby authorize AMP ARCHITECTURE to apply on my beh0f to the TowAofuthold Building Department for approval as described herein. eL I Owner's Signa ure Date Print Owner's Name 2 ' AM P Architecture Address:1nzon Main Road,Unit 3A,wattituckmv11952 Phone:(631)603-9092 Design' �� U,� | f u�//u / January 23' JO24 \&N 2 4 2094 � rt TO: Southold Building Department 54375 NY-25, Southo|d, NYl197l Londono Property: 435 Inlet Drive, MattbuckNY1l95Z � S[TK8#IU0O'1O6-Z'Zl To who this may concern, Accompanying this Narrative are revised drawings submitted to clarify the scope of work being done. The project will proceed in2phases. Phase I will include all areas except the Kitchen Area Work which will be filed separately in order to proceed with a Zoning Variance for this portion of the work. The revised portions of the drawings have been clouded with a Delta 1 and the scope of work that is part of Phase 2 has been hatched with a gray background and identified as "Phase 2." . Please feel free to contact our office if you have any further questions. Thank you, Anthony Porti||o, RA, LEEDAP Principal | AMP Architecture, PLL[ ' Page 1of1 SITE PLAN HATCH KEY: INTERIOR RENOVATION STRUCTURE Q U W z O REPAIRED STRUCTURE �y W � J DISAPPI OVIT W z O � Z J = '1 I� � ) R FOE <E m CD O 00 0- LA �o y 15 PROJECT LOCATION &SCOPE Z � m '/ SITE PLAN & ZONING DATA 0 c3 z y r ,, Q W TA tug �¢®®� .®O GENERAL NOTES co > O w ? .� M�p ENERGY TABLE z cfl 0 4 C �t EAST 90 J e-i r-i / \� a� STRUCTURAL DESIGN CHARTS Y O s, 1 _ e►y ' 9 z � 4 qCG t 3 w �tG [ - 1 z �2 '1 c —®O�.®O HOLDOWN, ANCHOR BOLT, J cv to '° �0 9�. ' STRAPPING, & NAILING DETAILS LL LL W -9° FASTENING SCHEDULE Lo O •• 18 a , _ N 1 �_®® .®® FRAMING GRAPHICS 14 t '�3 BEAM CONNECTION PATTERNS ^ri o `a �q 65 W / °� 1� r '��' t7c� '� .� aR FIREBLOCKING DETAILS w qR91 4 ° ,� H '� RE Y��D " 13 . ' �� �n r PROPOSED DEMOLITION PLANS C� Q U \�SETeAGK / nn 9° � T5 . x� r N � I O I .O I W Q 1rs " w pry v +Y 1 +� d S m s, �' 2 J / cq et 26 l pR- IOU 4 1 i � A- 1 O2 .0 PROPOSED FOUNDATION PLAN Q LOCATION MAC' DESIGN DETAILS � � Q/ Q 4 PVC SDR EXISTNG RAME 50ALE: NTS PIPING OARAG / / 0 5'X5'XS' 8'x12' (NO WO K) '- I O�.® I ..,......,.., SEPTIC L.P. I PROPOSED FIRST FLOOR PLAN J w. TANK �O.O / ������T ��0� : / ?6 9 / p�� �/p fi HAS� I : A— 1 O4,® 1 PROPOSED ROOF PLAN 4" f V G O T•J' - INTERIOR RENOVATIONS OF I-STOR%r FRAME DWELL I NO SDR A. / - 2 NEW MOOD DEG<S I AT FRONT AND I AT REAR. PIPING PHASE 2: (ZE3A YARIANGE REO.) PROPOSED K I TGHEN AREA AT EX I ST I NO SCREENED IN FORGH. A-2 0 L0 I PROPOSED EXTERIOR ELEVATIONS o FILED SERARATEL`I' FOR ZE3A VAR I ANGE zzi - =" { " EW WOOD DECK EXISTING ASPHALT Y \ DRIVEWAY / o A-202.0 I PROPOSED EXTERIOR ELEVATIONS 3 r P - FROJE�J DATA : z N O N on- BUILDING SECTIONS � Z � PROJECT / ZONING DATA -�I � W -'' CHASE 2 EXIST. DESIGN DETAILS o W MODIFIED 1-STORY W Q �CITGHEN FRAME DWELLING n? OIL TANK TAX MAP # 1000-106-2-21 g AREA FILED O FILL 4 W SEPARATELY Q/ ZONINS DISTRICT R-40 NO w Ex15T. DWV/ WATER SUPPLY RISER E p / LOT AREA 0.5 AGRE5 `n O /ELEGR IGAL U Z o z METE „� CofO - ONE FAMILY DWELLING Z6129• Q/26/I�"4Lu 14.1 i3.6 U - � � u. _ O OL REMOVE.i dJ i \�\\\ \�\\�\\\\� 'L"I'�dJ Q o 0 WOOD DECK � � � / "� � GofO DECK ADDITION Z-18076; 6/5/IgB�i v g x / I i NEW WOOD DECK �q$, L _ _ �� 16.8' \ / FEMA FLOOD ZONE X I /z — 04 N / HABITABLE SPACE EXISTING PROPOSED N � ,,� _� / BASEMENT AREA '728 S.F. 0 S.F. �j � Ul` 500 GAL. �����- FIRST FLOOR AREA 1,0'i5 S.F. 1,102 S.F. BURIED PROJECT: PROPANEANE �--� �3.3� / F7TO�T7ALBEDROOM COUNT 2 2 / - __ --- -- DON 0 AVERAGE RESIDENCE / EXI H.---/O. r' BURIED sErgq RD � LOT COVERAGE WIRES i WATER K -- - - — Y LOT =� LINE / DESG�IPTION (FOOTPRINT) AREA i COVERAGE 435 INLET DR. i TOTAL LOT AREA 13,024.0 S.F. EXISTING FRAME GARAGE .-�538.o S.F. '`��. 4.1% ,� /{►�� MATTITUCK, NY 11952 MODIFIED 1-5TORY FRAME 1,368.0 S.F. I 10.590 ' DRAWING TITLE: , DWELLING - �� REPAIRED 8 NEW WOOD DECKS 31a.5 s.F. ._ 25% PROJECT LOCATION &SCOPE TOTAL AREA OF ALL STRUCTURES [ 2225.b S.F. 1-7.1% SITE PLAN & ZONING DATA "MAXIMUM LOT COVERAGE ALLOWED - 20% \ PAGE: N REQUIRED SETBACKS - MAIN BUILDING G-001m0l"A LET b REQUIRED EXIST. RENO. COMPLIES DATE: 11/07/23 1 OF 12 (AVERAGE) FRONT 25.3' 30.2' EXISTING ,� YARD TO REMAIN SIDE YARD 10.0' 5.3' EXISTING N TO REMAIN SITE LAYOUT NOTES: EXISTING I. THI5 IS AN ARCHITECTS SITE PLAN 8 IS BOTH SIDE YARDS 25.0 34.8 TO REMAIN Y SUBJECT TO VERIFICATION BY A LICENSED - -- C eaA SURVEYOR. THE INFORMATION EXISTING r �� A TA'!� `X� --------- Fie. \;\ REAR YARD 35.0 64.2 Y ,� '� REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDOE. VARIANCE NEEDED FOR SIDE YARD SETBACK AT PHASE 2 SCOPE OF WORK ! ` 2.SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED 03/I6/2022 +� .AND PREPARED BY: JA N A 4 4 2024 55 BAY AVE D SURVERYINO 15LIF N.Y. 11"751 a`"`�• 'Mn SITE PLAN TELEPHONE: (651) a51 2400 50ALE: 1" = 15'-0" CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE. AND MASONRY �����` ,I A T I®� I� p NOTES Si�EC%I I GATI ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I.FOUNDATION, CO C VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT V fit I�( OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE IT IS THE CONTRACTORS RESPONSIBILITY TO KEB'THIS GONSTRUGTION DOCUMENT BINDED (,� _-] To6ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF Q 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. _ BOARD INSUL. [INSULATION o F- p SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BFE , BASE FLOOD ELEVATION f INT. INTERIOR 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF TH15 DOCUMENT J Tq &ENE�- PROVIDE SILL SEALANSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEAR'N6 CAPACITY OF (1) TON/50. FT., U.O.N. BLD6. BUILDING K KIPS (1000 LB5) f- ri I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEI&HT5 WITH THE EXISTING, STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS W APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). 4. FOOTIN55 TO REST A MIN. OF 4'-O" BELOW CRAVE, UNLESS BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS � ui >_ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED B.O. BOTTOM OF l MAX. (MAXIMUM � � Z EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, _ _ ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, 5TRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS U.O.N. ��\\ � Z STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL [BOT. � BOTTOM �f MEGH. I MECHANICAL -j _ }. FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS P -1 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROU61! 1.8. UNTIL I TIER OF FRAMING IS IN PLACE. B.O.W. BOTTOM OF WALL MIN. MINIMUM -1 F- LA Y AND L HOR AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, X a) O U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. G.J. l CEILING JOIST I NAVD88 NORTH AMERIGAN VERTICAL DATUM OF I988 O p O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED ---� IL Lo m OF THE OWNER/BUILDER " COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE >- 't m 7. ALL BEAMS, ORDERS,ETC. TO HAVE MIN. OF 3-1/2 BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY &. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GONT. CONTINUOUS O.G. ��ON CENTER 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SHALL BE CLARIFIED WITH THE ARCHITEC,VENGINEER BEFORE PROCEEDING 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. - WITH THE WORK. DBL. DOUBLE OCC. OCCUPANCY F-- 1 m 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE _ P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.S.I.,U.O.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLESS APPROVED BY THE ARGHITEGT/E:N6INEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: CLUED LAMINATED TIMBERS SHALL MEET _ __ ,J ON PAGE G-003. GENERALLY, SHEATHING 15 OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANEWALTC A 190.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH DIM. DIMENSION �P-GONG. POURED CONCRETE _] J ,00 * 7. CONTRACTOR TO VERIFY DIMEN510N5 OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF COX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER - l BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN D.J. DECK JOISTS PL. I PLATE _Z � APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. e-I T-I 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM M5055 EA. EACH ' c PLYWD. f PLYWOOD � Y r"'I p II. SUB FLOORING, GENERALLY,TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLI5HINC AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. ELEV. ELEVATION P.T. PRESSURE TREATED Z Z 'd' DOCUMENT,THE C70VERNINO BUILDING CODE AND ANY ADDITIONAL - __ Q Z r-I 10. TIFICABUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, EQUIP. EQUIPMENT [REQ'D REQUIRED -1 Lei. J (b CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK' HOUSE WRAP OR REQUIREMENTS A5 SET FORTH IN THE MANUFACTURERS GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (U GOAT OF TAR ANY CONDENSATION TO THE EXTERIOR. - - - W CD APPROVED EQUAL. EVALUATION REPORT. MAX. 32-0' O.G., TO DIREC- 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA EXIST. EXISTING s � RISER r AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN BASED WATERPROOFING TO EXTERIOR OF FOUND. _"- - -- � _ In UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH CRAVE. �EXT. ��EXTERIOR RM. ROOM p Q PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF -- --- � _ � � J O 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' CROSS BRAGIN6 AT JOISTS, STUDS, AND RAFTERS WHEN 5PAN5 STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOGUMEN, THE I&. NO CONCRETE OR MA5014RY WORK 15 TO BE PERFORMED IN TEMPERATURES F.A.I. FRESH AIR INTAKE R.R. = ROOF RAFTER RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8-O AND AT EVERY 8-O . &OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40-F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO _� SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FAR 1 FLOOR AREA RATIO STL EL 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE -- 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED I?. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY F•A•V• FRESH AIR VENT S.V. SMART VENT W WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. - __ __ -� It 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR TBD 1 TO BE DETERMINED = TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 16. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND F BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TR 155 DESIGN DRAWINGS, WHERE EVER APPLICABLE. FF ELEV. FIRST FLOOR ELEVATION :77777= TEMP OL. TEMPERED GLASS W 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. __ __ 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A F.J. FLOOR JOISTS THK_ THICK H C� LIABILITY INSURANCE. ALL SHALL COMPLY W TH STATE AND 15. THE CONTRACTOR SHALL CARRY HORKMANS TLOCAL CODES�L I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH 51DE OF THE FOUNDATION WALL. - - - -_ U J AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM Gab SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FOUND. FOUNDATION T.O.W. TOP OF WALL FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD,ASTM G37 SPECIFICATION FOR 6YPSUM LATH, OR ASTM G74 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. - I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. �FRGE FLOOD RE51STANT CONSTRUCTION ELEVATION Tr ��TREAD Q THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED - - "� COMPLETION OF PROJECT. A5 PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" FR. FRAME TYP. TYPICAL - ;. . �" MEET THE PROV151ONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW CRAVE. _ I7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED �" `'"\ ARGHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD PLUMBING -TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: FTC. �������__� VERT. VERTICAL -., AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN WASTE, AND PENT(DWY) ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. , 1 ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.b.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL GYP. BD. GYPSUM BOARD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) V.I.F. VERIFY IN FIELD CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. MANUFACTURER SUCH A5: HANGERS, NAILS,SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS U CONSTRUCTION AND H.D. HOLD DOWN INJURY TO OR DESTRUCTION OF TAN61B1._E PROPERTY (OTHER THAN THE WORK _ �_ I W WD. WOOD WITH ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION - -- -- ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR AND AT BASE OF VERTICAL WASTE PIPES. HDR HEADER \ WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE __ __ 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/.5" PER HNGR HANGER EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ZR I�ZONINO RESOLUTION BE LIABLE RE&ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS J015T MGMILLIAN 1.9E MICROLAM FOOT. - - -. PARTY INDEMNIFIED HEREUNDER. B. GEOR6IA PACIFIC 2.OE 6-P LAM 1.5.2. ORIENTED-STRAND BOARD (O58), WAFERBOARD ORIENTED-STRAND �HOR. HORIZONTAL P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: - 0. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - DISH WASHER........................................2" ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - __- BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING, NAILING, PLACING - KITCHEN SINK..._...................................2" ------ STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR „ OF CONCRETE,ETC. ARE TO SE CAREFULLY SUPERVISED BY THE CONTRACTOR - LAVATORY........_....................................2 INSULATION 4 FENESTRATION �j U I R I " I S vn 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. in TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, - SHOWER/TUB..........................................2" w APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, - TOILET..................,.....................................3 AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL O AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN - LAUNDRY .................................................2" _ -. -- a. GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY AUTHORIZATION OF THE ARGHITEGT/EN6INEER. - FLOOR DRAIN.........................................3" � REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE I a. lot. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS BOTTOMDG O 6. ALL SYSTEMS TO HAVE ONE 3' 23. NOTCHES IN THE TOP OR EE F SOLID SAWN RAFTERS SHALL EVALUATION REPORT. MAIN VENT STACK AND INCREASED TO 4" FROFOSED DESIGN CODE FRE5GRIFTIVE VALUE $ ! NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AN7 CONDITIONS NOT BE CUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE THROUGH ROOF. GO FONENT VALUE GOMFL I ES a OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS CITATION (PER 2020 NYSEGGG) Ix PERTAINING ARE TO BE FIELD VERIFIED. O RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A194.1 CELLULOSIC -1. PROVIDE FROST-PROOF HOSE 5155 WITH EASILY ACCE551BLE DRAIN t _ __ _ _ �: EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED W _ITH BAGKFLOW aIN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL051C FIBER INSULATING BOARD. MAX. U-VALUE = 0.52 z WHICH INTERFERES WITH NEW GONSTRUGI"ION IN A WORKMAN LIKE MANNER. PROTECTION. U-VALUE = 0.25 cv HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.30 GFM/SF YES � Lu 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.85. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED PER R402.4.3 d TABLE R402.1.4 - CLIMATE ZONE 4 = a SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. WITH BACK FLOW PROTECTION. ---_ -_ _ -_ rn = MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 0 a. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED MIN. R-VALUE = 49 z � 22. PROVIDE FIREBLOGKINC AS PER NEW YORK ACCESSIBILITY STANDARDS. (P5- 1), THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL q• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL CEILING R-VALUE R-49 BATT INSULATION YES a a HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION HEALTH DEPARTMENT STANDARDS AND REGULATIONS. PER TABLE R402.12 - CLIMATE ZONE 4 = v 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. - -- _ ---I O w NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) g n GOFYRIG}IT PROTECTION ACT OF 1990 (4WGPA), WHICH HAS SEVERE PENALTIES. 2.2• FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TO CONGEALMENT OF PLUMBING. FRAME WALL R-VALUE R-21 BATT INSULATION P TABLE R402.1.2 - CLIMATE ZONE 4 YE z p 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 22.1 THROUGH M 2.2.7. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, --- - _ - -- - -- w v 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. CODES AND REFERENCE STANDARD: NOTES, AND TABLES ON PAGE 6-005 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED MIN R-VALUE = 19 w O I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). NOR ANY POTENTIAL DAMAGE THEREOF. FLOOR R-VALUE R-30 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES N a STATE BUILDING CODE, 2020 NEW YORk: STATE RESIDENTIAL CODE, 2020 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING _ _ NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.22. LAG, SGREW5: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ ELECTRICAL: ALTERATIONS INVOLVING BUILDING ENVELOPE z w z STATE ENERGY CONSERVATION CONSTRUCTION CODE. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'s). A5ME BI82.1 5QUARE AND HEX BOLTS AND 50REW5 (INCH SERIES). = ASSEMBLIES SHALL NOT BE REQUIRED TO COMPLY7 2 a: ui z i. ALL NEWLY INSTALLED EL_GTRIGAL WORK OR APPLIANCES SHALL CONFORM HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. n o c) 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES TO 2017 NATIONAL ELECTRIC, CODE, NFPA 70 AND 2020 NEW YORK STATE WITH THE REQUIREMENTS FOR NEW CONSTRUCTION, O O H WOOD FRAMING, AND CONNECTION TO FOUNDATION - 200 WOOD FRAME 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DEVON ENERGY CONSERVATION CONSTRUCTION CODE. R-19 R-VALUE EXISTING CAVITIES SHALL BE PROVIDED THE ENERGY USE OF THE BUILDING 15 v �i 2 FILLED WITH NEW BATT INSULATION NOT INCREASED, WHEN EXISTING GEILIN6, WALL, OR CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, S > (AFEPA) AMERIGAN WOOD COUNCIL (AWG). TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 2• CONTRACTOR WILL FURNI5H A FIRE UNDERWRITER5 CERTIFICATE UPON i FLOOR CAVITIES EXPOSED DURING CONSTRUCTION w %-I WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. COMPLETION OF WORK. I ARE FILLED WITH INSULATION. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEh YORK STATE SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER R503.1.1, EXCEPTION #2 N 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: -- ___- -- - -- --- --- - _- - .- _ _ PLUMBING CODE. EXIST. WALLS Q 12" LONG HOOKED BOLTS a NEW FOUND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND - GENERALLY VERIFY OR PROVIDE HARD WIRED HOT WATER PIPE MIN R-VALUE = 3 w N POSTING a G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (a MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, SMOKE DETECTORS w/BATTERY BACK-UP IN: INSULATION I R-3 PIPE INSULATION PER R403.4 d R403.5 LYES o 0 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS GORE. HOWEVER, WHEN COLUMN OR POSTING I5 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY A. EACH SLEEPING ROOM -- IN A 5HEARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-T NATIONAL ELECTRIC CODE EVALUATION REPORTS. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, B. OUTSIDE OF EACH SEPARATE SLEEPING PROJECT: CODE,NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION U.O.N. WITH TOP GAPS a STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG AREA IN THE IMMEDIATE VICINITY OF TABLE R501.1 CLIMATIC 4 OEOORAPHIC DE51ON CRITERIA CONSTRUCTION CODE. 225. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD w/b" RISE d w/U.O.N. s A BOLTS THROUGH CENTER LINE C VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. THE BEDROOMS (GENERALLY THE HALLWAY) ALLOWABLE DEFLECTION OF 5TRUCTURAL MEMBERS LO N DO N O SET b" DIST., .N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. - -- - ASPHALT ROOFING SHINGLES 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES C. EVERY LEVEL OF DWELLING GROUND SNOW LOAD 25 LB5 GENERAL WIND PROTECTION CONNECTION NOTES: SHALL MEET THE REQUIREMENTS OF THE OOVERNIN& BUILDING CODE (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC) RESIDENCE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING ALLOWABLE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE STRUCTURAL MEMBER GONSTRUGTION;SSTD 10-99 AND 2018 SEC HIGH WIND EDITION WOOD FRAME SHINGLES OR APPROVED EQUAL. MANUFACTURER'S GORE EVALUATION REPORTS. MECHANICAL, FUEL OAS: DEFLECTION BASIC WIND SPEED 130 MPH CONSTRUCTION I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE I. MECHANICAL AND FUEL 6AS SYSTEMS SHALL COMPLY w/THE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATE60RY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. NOTED. ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 2.2.7• 50RE P45: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL WOOD50REW5 (INCH SERIES). NYS MECHANICAL GORE AND FUEL OAS CODE W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS VI80 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT LINE. d 241 G G FROM ALL VALLEYS, AND ROOF FLASHINONDITION5. GLASS WINDOWS AND DOORS SEISMIC DESIGN CATEGORY B 435 INLET DR. INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. INTERIOR WALLS d PARTITIONS H/180 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF WEATHERING SEVIERE MATTITUCK, NY 11952 3. METAL PLATES, CONNECTORS, 5G CONSTRUCTION.REW5, BOLTS AND NAILS EXPOSED 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER FLOORS d PLASTERED CEILINGS L/360 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S CLEARANCES ARE PROVIDED. FROST LINE DEPTH 31-0" AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SPECIFICATIONS. 3. ALL SLIDING CLASS DOORS,SKYLIGHTS,AND ANY GLASS UNIT INSTALLED ALL OTHER STRUCTURAL MEMBERS 1/24O DRAWING TITLE: 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 5. NAILING OF ROOFING SHALL BE TO CODE. WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, TERMITE MODERATE TO HEAVY SHEATHING AND SIDING, FRAMING ANCHORS OR GONNECTOR5 SHALL BE UNLESS OTHERWISE NOTED. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 GENERAL NOTES PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS b. CORROSION RESISTANT II &ACE ROOFING NAILS AND ib &AGE STAPLES ARE 4 ALL &LASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ICE BARRIER REQUIRED YES ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. PERMITTED -.- MANUFACTURER'S SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FIN15HE5 L/240 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OFF051NO 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2 x4 LUMBER 15 2:12 PITCHES TO 4:12 PITCHES ENERGY CONSERVATION CONSTRUCTION CODE. EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 CONFORMANCE WITH ASGE 7 D -10 (MINIMUM DESIGN LOAS LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF FOR BUILDIN65 AND OTHER STRUCTURES) RAFTERS. 5. ASPHALT SHINGLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS,OR THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. INSULATION 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED STRUCTURAL DES I CAN LOAtDS Ib WITHIN 4 OF EXTERIOR CORNERS. FIBERGLASS BATT INSULATION BY JOHN MANVILI E OR APPROVED EQUAL. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. G-002mOO FOIL TO BE PLACED TOWARD WARM SIDE. & SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 8. ALL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN, BOLT DIAMETER 2• PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. USE LLIVE LOAD DEAD LOAD OF " AND 3"x3"x " WASHERS. A MINIMUM OF ONE ANGHGR BOLT SHALL BE WALLS FROM b" BELOW CRAVE TO 24" BELOW GRADE IF DESIRED BY CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH EXTERIOR BALCONIES 40 psf 15 psf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE p _ BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONGRETE/MASONRY FOUNDATION WATERPROOFING. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DATE: 11/07/23 2 OF 12 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 3 OR CORNERS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE DECKS 40 psf 15 psf AND AT SPACING NOT EXCEEDING 4' ON CENTER. . &ENE:RALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, - 9' R-30 FOR FLAT CEILINGS POUCH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS PASSAN&ER VEHICLE GARAGES 50 psf AS PER PLAN GYPSUM WALL 130ARD - 8.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION REQUIREMENTS. COMPOUND METHOD. - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf - 5.25" R-21 FOR FLOORS 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS TEMPERED 6LA55. ��.RE®'' +�('s� OTHERWISE NOTED. WATER RE515TANT(W.R) AT BATHROON5 AND WHERE 51TE WORK ATTICS WITH 5TORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf a - . 4 DEEMED APPLICABLE. I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 11. EXTERIOR CLAZIN6 SHALL BE PROTECTED FROM HINDBORNE DEBRIS. r_'i. Flo'`( p0� �` i &LAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE 3. 5/8",ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, MISSILE TEST OF A5TM E199b AND ASTM EI886 AS MODIFIED BY 2020 NY5 BG ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf gJ f' 3j; lma k, �T (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET RECEIVE CLARIFICATION FROM ARGHITEGT/ENCINEER PRIOR TO PROCEEDING. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR SLEEPING ROOMS 30 psf 15 psf EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. AN51/DASMA 115. + 9.4 fl - ..;l CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING STAIRS 40 sf 15 psf ��+�, 4:-I• /I SITE. STOCKPILE ALL EXCAVATED MATERIALS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE,WOOD STRUCTURAL PANELS WITH p P ;% (. 1 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE A THICKNE55 OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN b' SHALL I �4VAl (), TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE BE PERMITTED AS 6LAZIN& PROTECTION. PANELS SHALL BE PRECUT AND GUARDRAILS AND HANDRAILS 200 psf 15 psf c=, TO DRY BETWEEN COATS. FINAL GOAT TO BE SANDED SMOOTH. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE - t - FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS � 3. 5. METAL CORNER BEAD TO BE USED 014 ALL OUTSIDE CORNERS AND AROUND PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 12 psf FOR ATTIC 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 p5f 15 psf FOR OATH. ALL OPENINGS. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PACE 0-003. ON THE BUILDING. NAIL I NO/STRAFF I NO @ W I NDON/DOOR HEADER NA I L I NC 0R I D FASTENINO SCHEDULE A Q v NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 p H O NOTATION: �/ I I I /�' g� /� /'�I I �N W Z O A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING(2018 WFGM,TABLE 5:1, P. 18a) T I ( /' J� I `� ( J� I Nlm//�TR I- I NL/ R lvXl� I R M NTC� ®R I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A I6d (SEE PACE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (201b WFGM,TABLE 3.23B,P. 2al) �! ✓ COMMON NAIL w/o PREBoRED HoLEs. AND ROUGH OPENING FRAMING REQUIREMENTS) J � r G - NUMBER OF FULL HEIGHT8 W KING STUDS ® EA. SIDE OF HEADER(201FGM,TABLE 3.23G,P. 2a2; �^' 2.WOOD 15 ASSUMED TO BE D,F,s2 t BTR.IN DRY USE , IT APPLIES UNLESS NOTED OTHERWISE W ALTERNATE AS PER TABLE 3.23D,P. 2a3) U F L- I F T, SHEAR, l$ LATERAL N I N D R E S I S TA N G r R R 2• n SERVICE ALL NAILING I5 A GENERAL SPECIFICATION, A5 PER AWC 2018 WOOD FRAME CON5TRUCTI ON MANUAL TABLE 5.0 � w > D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE S.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL Z D (2018 WFGM,TABLE 3.'i,P. ISa) ry (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL FASTENER SPEC. FASTENER ~ E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 2ab) ALL STRAPPING TO BE IY4"x 20 C�AUCE -- "51MP50N" EQUIVALENT - G520 (COILED STRAP) ' . ' . ' . ' . HOLES,SET NEW MEMBER. DESCRIPTION F -NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE • . AND QUANTITY SPACING J ,' = Z G (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5b,P. 191) �USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL 7f��� 4.NO MIXING OF NAIL 512ES OR TYPES ALLOWED _j F G.J G.TIES 1(�s 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO ROOF GE I L I NO FRAMINO B E X TIGHTLY BOND THE END OF THE NAIL TO A a0°ANGLE,SEE Ix � O - ------ GRAPHIC BELOW) — O FASTENINO 5GHEDULE B x " 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER �- Lo ir F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS SECTION 12.4-PLACEMENT OF NAILS a 5PIKE-5 d TABLE >- It m (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) CR 4-1. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST ZO A NOTATION CONNECTION BI B2 CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-005 EACH LAP Z A B C D E F O AT RAFTER TO TOP PLATE TO STUD ROUGH CONNECTION: CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL) a-Ibd COMMON EACH LAP Q J OPN00 G J FOR STRAP - 3 8 d COMMON NAILS ® �2 COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-005 PER TIE O 2'-0" 2 I I I I I Z O O • EA. END OF STRAP: • 4'-O" 4 1 2 2 2 2 • SEE WHEN IN TOWN OF ISLIP OR NAILING I • BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END NOTE GEOMETRY EXCEEDS THAT PERMITTED IN Z VOA'— I MAX. NAILING &RID ABOVE UTILIZE • • RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END - PROVIDE (2) 2"xIO" HDR (MIN) U.O.N. b'-O" 5 I 3 3 3 3 SIMPSON # H2A (OR EQUAL) RAFTER TIE NLV . Q Z � (B) - REQUIRES SILL PLATES OF 2 xb (MIN.) J N 8'-0" 7 2 5 4 4 4 1 FOR TOENAILING - 3 8 d COMMON NAILS �-- WALL FRAMINO to w co USE SAME CONNECTION FOR G.J. TO R.R. - q 16 d COMMON NAILS REOUIREMENTS FOR --"`---- TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON PER FOOT 0 RAISED C-Ps(WHEN FOR EA. PLATE TO STUD ABOVE d OR BELOW AT G.J. TO G.J. CONNECTION: -- APPLICABLE) _16_d COMMON NAILS TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR G.J. TO G.J. - q 16 d COMMON NAILS STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. W HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES SOLID JJ�� G I G CONNECTION D I D2 v A N(,c/H O R BOLT S P E C I F I C A T I O N S o EA.BAY TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD W BOTTOM PLATE To FLOOR JOIST, BAND J015T, F_• 2-I6d COMMON 1-2 PER FOOT V 6"-12" SPECIFICATION (2015 WFGM TABLES 3.2A 4 5.25, P. 15-1-160) • • ENDJ015T, or BLOCKING (PAGE-NAIL) = J • AT STUD TO FLOOR ASSEMBLY TO SILL - U - J CORNER " w CONDITION FOR ALL STRUCTURES: PLATE(S) CONNECTION: D2 FLOOR FRAMINO Q • .. 5/a"4> ANCHOR BOLTS ® 39" O.G. -- x ; ° FOR STRAP - 3 8 d COMMON NAILS ® EA. € ' " J0I5T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST - D I END OF STRAP (WRAP STRAP UNDER SILL PL) ° ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - NOTES: I BRIDGING To JOIST (TOE-NAIL) 2-Sd COMMON EACH END j _2 _16 d COMMON NAILS I. MIN. -1" EMBEDMENT INTO CONCRETE ° m ° BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH ENDy END w/ 3" SQUARE WASHERS AND END NUT SETUP; ° d ALTERNATE CONFIGURATION - ABOVE STUD TO BLOCKING TO SILL or 15" EMBEDMENT FOR G.M.U. (BLOC D.K) FOUND. 4 FILL FLOOR CONNECTION w/ # LPT4 SIMPSON (OR I i STRAP w/(3) 3-I6d COMMON EACH BLOCK CONDITION ° EQUAL) ® PLATFORM TO SILL PLATES OF NAILS STRAP To TOP PLATE (TOE-NAIL) TOP TWO COURSES SOLIDEA.STAND,4RD/ LTERNTE EA.JO15T-(FOR LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON EACH JOIST \ 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR ALTERNAMPSON H25� PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" CONNECTION E ^�- r --- BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST FROM ENDS AND CORNERS (TWO ® CORNERS) • (SEE DIAGRAM TO LEFT) BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT o 4. COORDINATE w/ HOLDOWN LOCATIONS AT STUD TO FLOOR ASSEMBLY TO SILL - N PLATE(S) GONNEGTION ROOF SHEATHINO a ° o SLAB ON GRADE APPLICATION: a 4. d STRUCTURAL PANELS: F- ° INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a SPL I G I NO OF TOF FLAT ° FOR STRAP - 3 8 d COMMON NAILS ® EA. PERIMETER EDGE ZONE 8d COMMON 6" EDGE /6" FIELD da END OF STRAP (WRAP STRAP UNDER SILL PL) 6ABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. 0 d< UP TO a" RAKE OVERHANG g TOP PLATE FOR B EA. PLATE TO STUD ABOVE 4 OR BELOW - SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 1 a ° _2_ —16_ d COMMON NAILS uN,, LeN SPLICE � FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B4 G - GE I LINO SHEATH I NC m Q = ALL OTHER CASES ONE STORY SLAB ON GRADE GYPSUM WALLBOARD � 5d COOLERS '1" EDGE / 10" FIELD a a BUILDING MINIMUM SPLICE"`'` BUILDING MINIMUM SPLICE=14 —- __ Ui - DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) HALL SHE�4THINO o W g � 12--0" 2'-O"/2'-6" 12'-0" STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD 20 W GYPSUM WALLBOARD 5d COOLERS "1" EDGE / 10" FIELD a rn m m _ z a 20'-O" 4'-0"/5--0" 20'-0" 5'-O" w w z FLOOR SHEATHING (SUBFLOOR) o 24'-0" 4'-0"/5'-0" 24'-0" 6'-O" -- - 0 Y 28'-O" 5'-O"/b'-3" 28'-O" STRUCTURAL PANELS: T-O" I" or LESS-. ad COMMON 6" EDGE / 12" FIELD w GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD N 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. H N 36'-O" 71-0"/8'-Q" 361-0" a'-O° ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING I5 REDUCED, a � I.TABULATED SPLICE LENGTHS ASSUME TOP OR SHORTER PLATE FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER CONNECTION USING SPAC2-16d NAILS PER FOOT.FOR SHORTER SPLICE SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O/10-O 40-O II-O ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: PROVIDE T EQUIVALENT NUMBER ASSUME NAILS - WHEN WALL 5HEATHIN0 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF 2.TABULATED SPLICE LENGTHS ASSUME A BUILDINE�LOCATED 50'-O" IO'-O"/12'-6" 50'-O" 13'-O" IN EXPOSURE B NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16M NAIL PER FOOT. g - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH LO N D 0 N 0 '� :: SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O /15-O 60-O Ib-O HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/5; USED. FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -10'-O" W-0 RESIDENCE NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR (ADDITIONALLY,ROUND UP TO THE NEAREST FO'OT): „ „ „ 80-O I6-O 80-O 22-O 9'WALL- 1.125 1O'WALL-125 II'WALL- 1.5-5 THIS COLUMN w/MULTIPLIER 12,WALL- 15 FOR 10'-0"WALL 435 INLET DR. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MATTITUCK, NY 11952 DRAWING TITLE: HOLDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS FASTENING SCHEDULE PAGE: G-00 3 . DATE: 11/07/23 3 OF 12 e� p % ! (P " 74 t) " GONTI NUOUS BUILT-UP C I RD RS, 5 OR MORE SUPPORTS F I REBLOGK I NC FOR FLATFORM MOOD FRAM I NO a GONNEGTI ON PATTERN SCHEDULE (FOR ENO I NEERED LUMBER Lie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) p F= a) BErV�N 1/6 ASSEMBLY REQUIREMENTS: UJ Z Q CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED _DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J r'i PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES TI — MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. `�\\ Lu Q W }, A l2)Rows 10d NAILS a 12"o.c. P THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST G SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. Z B (3)ROWS IOd NAILS o 12"o.c. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O Z G TWO-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. PLATE SERVE AS FIRESTOPPINb. J _ OR CONSTRUCTION: SOLE A DOUBLE (2)ROWS I/2"A BOLTS a 12"O.G.STAGGERED; 'J _ �- DBL.-o ENDS BUILT UP 61RDER P MAX.52" ~ J NAILING: F— � Y D (2)Rows 1/2" m BOLTS 0 16"O.G. _ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE Ix0) O E (2)ROWS 1/2" 4)BOLTS a 24"a.G. SIDE WITH loci NAILS, TWOJOIST SERVES AS FIRE5TOPPIN6. 0 NEAR EACH END OF _ Q O BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING 0- Ln it F (2)ROWS 5-5/5"TRUSSLOGK S(�REWs a 12'0. d 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. m SCREWED ON(1)5IDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH - Z - -- 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE G (2)ROM 5-3/a"TRUS5LOGK 5GREW5 0 16"o.c. P SIDE W/ loci NAILS, TWO NEAR EACH END OF EACH O SCREWED ON(1) DE 5I OF MEMBER JOIST, OTHERS STAGG AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN ERED w/ A DISTANCE OF 32" _ p (2)Rows 3-3/s°TRU551AGK Sc;REWS a 24"oC. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPINc. H 5GREmD ON(1)SIDE OF MEMBER P (2)ROW5 5'TRU55LOCK SGRE k6 0 12"O.G. - THREE-PIECE -I. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND Q W J -� BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS J SGREVD ON BOTH SIDE of MEMBER NAILS ON EA. . . P i SERVE AS FIRESTOPPIN6. J_ QQ SIDE W/ TWO NEAR EA END OF EA K (2)ROWS 5•TRUSSL.OGK 5CREI^L5 0 I6.O.C. l PIECE, INCLUDING I NTERM I D I ATE JOINTS, AND W/ THE 4 > '� Q 5GRENED ON BOTH 5IDE OF MEMBER 1 / '-� 8. THE HEADER SERVES AS FIRE-STOPPING. OTHERS 5TA66ERED w/ A DISTANCE OF NOT MORE z TRU55LO SCREWO.G. S 0 24'OET'VEEN 1/6 „ OT CK T� L O SCREWED Ox BH SIDE OF MEMBER d 1/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. a. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL O BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Y � p FOUR-PIECE CIDERS ARE TO BE A55EMLED AS 5TRINOER TO SERVE AS FIRESTOPPIN6. Q Z -+ 1.BBEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W/ 20d NAILS AS SPECIFIED PLAN SHALL USE CONNECTION PATTERN'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR w _j N d CONNECTION PATTERN'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL W (b 2.WHEN SGREMN6 OR NAILING FROM BOTH 5117E5 OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO w %-1 OFFSET FASTENERS 1/2'FROM ONE SIDE To THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO ( HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH P � FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 0 BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON A I L_ I I `�O PATTERNS, M FOR SIDE LOADED BEAS 00 . FLUSH BEAMS) -LOCATIONS REOUIRUNG FIRE5TOPPIN6- NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE I `l w AS FIRESTOPPING. FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPING S FOR SIDE-LOADED STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATION , 0 STOPPING STOPPING W MULTIPLE-PIECE MEMBERS NAILED' BOLTED' I i p = J VERTICAL 0 J 2 ROWS Ibd 3 ROWS 1N 2 ROWS 14' 2 BRaW�)s° 2 RO�v � I APPLIED COMMON COMMON ElOLTS•24' e I2•oc• a 12^oc• �C ST F a 12•O.C. a b^oC. LOCATION I LOCATION 2 LOCATION 3 ro uNDEft5 JOISTS of TWO ROM 12'O.G. THREE ROWS 12'O.G. BEAM SELECTION W/ STD. NAILING ° ° ° ° ° ° ° LOCATION 4 AS NOTED IN NOTES '1 d e) S NOWoreusTIBLE ALTERIqATE FIRESTOPPING LOCATION OF 61RDE:12 I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDSE5 .�E WOOD FIRESTOPPIN6 w, X -�, 'a FIRE5T01'PING LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.5TA66ERED TWO ROWS 6'O.G. FROM THE TOP AND BOTTOM of THE MEMBER EVERY BOLT MUST E:XTEW THROUGH THE FULL TINICKNE55 OF THE MEMBER.USE WASHERS UNDER MEAD AND NUT. O O O O O O O O O O 5.STAGGER EACH ROW OF FASTENERS BY 12". co) O O 0 O 0 O O O 2°SPACE NOT 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. LI ,. ,II 'I!L TO BE FILLED X \ - © APP OX II IWHT FIRE TOPPING ili, \ APPROX I INCH THICK 5.FOUR-PIECE ME3�ER5 SHOULD ONLY BE USED HEN LOADS ARE APPLIED TO FIRE-STOPPIN6 BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4'O.0 NAIL SPACING. LOCATION -1 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BE:AM5: T.2 ROWS OF Ibd COMMON NAILS 02"O.CJ FOR DEPTHS 12'OR LESS FIRESTOPPIN6 LOCATION c{ \ LOCATION 8 a.5 ROWS OF Ibd COMMON NAILS 02"O.GJ FOR DEPTHS OF 14',16'< I6". LOCATION 10 cn 0 a GONSTRUGTION DETAILS MIND LOAD FATS# GONNEGTION DETAILS EC a a NOT TO SCALE o 3 cs Z_ N W 2 Q N d LLI Z a KING STUDS > O Z W WOOD JOIST -0 WOOD JO CRIPPLE STUD Z o - 0 Wo BLOCK I N JOIST HANOER HEADER Z o a W W Z O I RDER/HEADER O > o 0 � Y WOOD O I RD JAGIG STUDS ER --O WOOD JOIST - - • -0 N LiJ M N JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH W 1 TH O 1 RDER/HEADER TYP I GAL HEADER CONNECTION � PROJECT: LONDONO RAFTER O RESIDENCE WALL STUD WALL STUD BOTTOM PLATE BOTTOM PLATE U 435 INLET DR. BATHTUB SUB FLOOR - DOUBLE JOIST DOUBLE JOIST —0 TOP PLATE MATTITUCK, NY 11952 WALL STUD DRAWING TITLE: - O FRAMING GRAPHICS BEAM CONNECTION PATTERNS 0000 FIREBLOCKING DETAILS DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION PAGE: Jul I ND RESISTANT C.,ONSTRUGT I ON CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: G-004j' mOO R I DOE-TO-RAFTERS C520 (9 21" APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 11/07/23 4 OF 12 RAFTER-TO-PLATE H5 or H2 5 APPLY TO EACH RAFTER PLATE-TO-WALL STUD 0520 @ 011 APPLY TO EACH WALL STUD 2N7). FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 © 56" APPLY TO EACH WALL STUD D' po'' - - G520 © 1211 o pQn ��'` HEADER TO JACK STUD APPLY TO EACH JACK STUD ty ,�� j ��A CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE �^ "'� �M4 IST. FLOOR-UNDER-SILL PLATE G520 (USE WITH 311 SQUARE WASHERS) 0 Ny �V°I ice• USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. --- ---- �ENER��L ----- -- r --- ----------- DEMOLITION NOTE: _ I I I REBUILD V NEW PARTIAL HEIGHT REMOVING ILLEGAL PORTIONS OF FOUNDATION; I - I / I III I- I I - - 9 - - I I I STAIRS Q H- EXISTING TO BE DEMOLISHED II II III / I I I O O WOOD FRAME (L.G. STL. BRINGING FOUNDATION LAYOUT BACK TO I /�-`� � i REMOVE WALL, WHEN APPLICABLE) APPROVED GO #Z6129 GO #Z180'I6 REMOVE ALL I I IIII I! II II III STAIRS d 1 j I I I W O N EXISTING TO REMAIN I I i DooRs ® rn BA-HROOM I I �w/r II II II r I I FIXTURES 3 1 1 I I EXIST. I / I u_- I I X ® M -L .J NEW FOUNDATION WALL WALL I I I I/ � 11 I I N 01 I { NEW WOOD FRAME (L.G. HALF-BATH ---- I I I I 1 . I--� STL. WHEN APPLICABLE) I 25.2 ----- � E- I � p � p j \ Q W }. j SO.FT. X n L n L I m Z NEW I-HR FIRE RATED L ENTRY "x4" STRUCTURAL EXIST. MIN. (2) 2 ® tn I I 1— �' W OOD FRAME (L.G. 51L. POST FOR 4" WALLS I I 101.0 50.17T. I _ : Z WHEN APPLICABLE) (MIN. (2) 2xb� STRUCTURAL _P05T FOR 6" WALLS), U.O.N. I I I I I I I-- Lo NEW 2-HR FIRE RATED r r SHORE BELOW t11 II OO WOOD FRAME (L.G. 51'L. REMOVE WALL J F.J. TO REMAINING x ® x OO O WHEN APPLICABLE) STAIRS S I y -- 13' m Ln m DOORS I L----I _ POST d BEAM I L I Z d" m I REMOVII CI p lk--- I --I I WINDO L I O I - - I = 0 —— — — I z �I �I � I I � ________ � Z W DEMOLITION NOTE: II II 111 - - - - - - - - - - -- PROVIDE — - - - a ` J II II �- I I II / � TI — � J m SHORING AND SUPPORT TO ALL AEEEGTED I I -_� L ] I II n I -� I > d' O STRUCTURAL MEMBERS PRIOR TO THE GOMMENGEMENT 11 11 ; I I I � OPENING FOR z O (D I I I I m II EXIST. I I I I NEW WINDOW. J rI OF ANT DEMOLITION OR CONSTRUCTION. 1 �I x I 'h GL I I I I I SEE I EXIST. ® N I �-� I PROPOSED � I BASEMENT m i I I I I I I Z }; PLAN FOR — — — I Lt_-_ '112.6 SOFT. O z I MORE INFO. Q Z EXIST, HALF BATH / 6'--i" GLG. HOT. n REMOVE GL. I --J I REMOVE EX. I I LL W Cfl _t I _1 BOILER IIII I Lo m r»I 2a.7 SG2.FT. r REMOVE ALL L Lam=___1 _ BATHROOM EXIST. MECH. IIII I O L.0 FIXTURES 8 ROOM III O ----- WAIL W�AL.LSV s 51.5 5017. I I EXIST. �I DOORS I F-f_-_-� OIL EXIST. (3) 2"x6" HDR _ _ _ ---- -------- ---- I --------- CRAWL SPACE I ' \AI - - �1 ----- -------- --- ---------- --� CONNECTION W I I REMOVE ALL _ REMOVE I W I III I I I III �� �i � 1 y K 15 CHEN GAB. X uIDOOR�- j j EXIST. II EXIST. I I J=N I N I STORAGE I I STORAGE J O )f I I Ila.4 50.FT. I I I REMOVE WALL I I b7.b SOFT. I I Q L- - — — — - I I -I /� L -L-1Y X I REMOVE I I lu — — I WINDOW — - - - - -- \` — —I I II — — — — — F1I I — — — — — — — — — -T — — — — — — — — — — — — — — I I I I I I i 1 I I I REMOVE DECK-\ I f -T-T--1 1 I I I I I I REMOVE 1 I I I ISTAIRS I I 1 I I I I I I I I I I I I I I I I L------- -------- -------- --------- ------------------ ----- J-1-1—J N L J O I ----- -----{ 0- I O IY I I --------I I- L------J L----------� Y Ix O PROPOSED FOUN7AT1 ON DEMOLITION PLAN STARS _z cq SCALE: I/4" = I'-O" 0 n N d DEMOLITION NOTE: ------ ------ -,----- �- a a REMOVING ILLEGAL PORTIONS OF FOUNDATION; I - -- -- BRINGING FOUNDATION LAYOUT BACK TO I O ,z,, APPROVED GO #Z612Q 4 GO #ZI80'16 REMOVE WINDOW d I i 10�/ w U \ WIDEN OPENING /i �� REMOVE d g O 1 FOR LARGER I [I I) REPLACE ALL a W T---- WINDOW I 1 �� / 1 BATHROOM =----_---- III N m m r-----� --- ---- ---- I I r �i I FIXTURES REPAIR H I I I [ III I WOOD Z p Q ----EXIST. �� III DECKING d 2 W 1 1 BEDROOM I �� ,r 11 III EXIST. WOOD STAIRS 2 p II O OIt= 116.4 SOFT. I I f� I I I"!DECK 5 U � Y �r \\ II > I � w ei 1 1 I I - --� 11 0 REMOVE I I REMOVE I I EXIST. I cr WINDOW I DOOR I BATHROOM r---- rr- 59.4 SOFT. w N --� I it I I �'TIF- r----- ------ 1 1------- I REMOVE -____=_ ----T�-- —=- +L� \� + -= PROJECT: PARTIAL I I Ll - WALL FOR 1 =-_ ' 1 I REMOVE LO N D 0 N 0 DOOR i PARTIALEXIST. �/ EXIST. i I L-- ------J WINDOW OPENING I WALL FOR I GL. REMOVE _j I I DOOR I WALL d [___ 1 -) EXIST. OPENING I �-- �; DOORS RESIDENCE -===z---S- -'=`j� = DEN o 1 __b0.0 50.FT. EXIST. I 1 REMOVE IIII REMOVE WALLS 4 IIII PARTIAL REMOVE I I WINDOW AND IIII WALL FOR III REPLACE ALL I ___ , , 1 FIREPLACE III WINDOW 435 INLET DR. III BATHROOM I - _— ---------- ---� �___� I µL,1 OPENING MATTITUCK, NY 11952 I - EXIST. 1 1 EXIST. GREAT GL. I I °j ' BATHROOM �' — I ROOM REPAIR , I DRAWING TITLE: SCREEN PORCH PHASE 2 1 EXIST. LIVING ---J I I34.6 50.Fr. I I -- - I III ' I I I 44s SOFT. ROOM 1 EXIST. 1 I J 250.0 ipII II II II I SOFT. SCREEN PORCH uu PROPOSED DEMOLITION PLANS 150.5S iEXIST.I 1 REMOVE JI II� I— - ------- --------ExIST.PORCH TO --u WINDOW BE REPAIRED) ----- ------------------- — ' III --- ---- t . 111 REMOVE a ' --- ___�--- — —� I 1 :t PAGE: III WALL / 1 m IIII REMOVE IN-FILL r__- _- I I EXIST. PARTIAL REMOVE 4REPLACE - REMOVE d B5A SSOO T. WWW ND FORON JAI —101.001. ALL KITCHEN GAB d REPLACE OPENING i APPLIANCES WINDOW5 I I I I EXIST. (3) 2"x4" HDR. _-_ __ _ .IL - _ _ DATE: 11/07/23 5 OF 12 EXIST. -— -- �'---- -----�— _�- � � r 1 I I EXIST. I I I OVER 1 REMOVE DECK I KITCHEN I 121.2 50.FT.//r I fL { 1415 SOFT. I I I r_T-=� REMOVE DECK 1 I REPLACE BAY I III 1 i, III I I I I WINDOWS I IIL =L =1� J- -- —— ———— - ---�— — ---�---Z-ram------ ————— ———— ———— — -------- —L-1—J L------ I s I -------- -I REMOVE �y " REMOVE I DOOR d REPAIR I REPLACE I---_ -_ -_1 WALLS WOOD F------ WINDOWS I I DECKING d L---- -- L--------- � STAIRS I� PROPOSED FIRST FLOOR DEMOLITION PLAN SCALE: 1/4" O ENE AIL GYM OL EY Q U EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT 0) WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) J Tq EXISTING TO REMAIN " NEW FOUNDATION WALL NEW WOOD FRAME (L.G. ~ Q W >_ 5TL. WHEN APPLICABLE) /� � � Ix Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL !/ 0 = Z WOOD FRAME (L.G. STL. a POST FOR 4 WALLS _J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I- Lf) Y POST FOR 6" WALLS), U.O.N. m m O NEW 2-HR FIRE RATED O (:) O WOOD FRAME (L.G. 5TL. 6- LA Ix WHEN APPLICABLE) >- d' m Z O H it FOUNDATION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: Z m Q W I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT J OTYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: O NEW MEGH. ROOM: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND J 00 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD II 1. NEW OAS COMBI BOILER. NAVIEN NOD 240 OR EO. DOWNWARD FROM THE BOTTOM OF EX15TINO ADJACENT FOOTINGS > O d SILL SEAL 2.NEW AIR HANDLER Z (o • ANCHOR BOLTS AS PER PAGE 6-003 3.INSTALL AS PER MANU. 5PEG.'5 2. IF WATER ENCOUNTERED DURING POURING OF CONC.,EXCAVATION • P. GONG. FOUND. WALL AS PER DETAIL UPON 4.F.A.I. THROUGH WALL SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR Y T4 O • P. GONG. FOOTING AS PER DETAIL 5.FLUE THROUGH WD. FR. CHASE THROUGH ROOF ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR b.MAINTAIN 30"x30" CLEARANCE IN FRONT OF ENCOUNTERED m Z N • B.O. FOOTING 5'-0" BELOW 6RADE MIN. MECHANICAL UNITS A5 PER WS MG 306.1 • 1/2 EXPANSION JOINT® PERIMETER OF SLAB (WHEN '1. MAINTAIN ALL APPLICABLE VENTING CLEARANCES 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS W J APPLICABLE) REQUIRED PER NYS MG 504. W • AIR ENTRAIN P. GONG. FOR POR(:,HE5/PATIOS / 5.ALL NEW DUCTWORK d HVAG WORK TO CONFORM 4. ALL FOUNDATION WORK SHALT. BE 4,000 PSI POURED CONCRETE AT Li) it T1 STOOPS (WHEN APPLICABLE) WITH SECTION MG 512, SECTION 401,SECTION 405 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE P- Lo • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET OF NYC MG d ANSI MANUAL J O Q FOR HEIGHT OF WALL � SLAB (!r{HEN APPLICABLE) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED TYPICAL MECHANICAL ROOM NOTES: CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT I. FOR WD. FR. FLOOR - PROVIDE 1/2" CONC. BD. BY NEED TO BE EPDXY COATED OHOLDOWN: "DUROCK" (OR EQUAL) 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS HOLDOWN 'D' AS PER PAGE 0-005 2. FOR ND. FR. CL6. AND/OR WALLS - PROVIDE (I) SHALL BE STAGGERED W LAYER OF 5/5" TYPE "X" GYP. SD. UL U505 (OMIT ON It TYP. STL. COL.: GONG. WALL5) '1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 6 HARDWARE IN O O SEE NOTED DETAIL AS PER PLAN 3. WHEN NEW, INSTALL FURNAGE/SOILER AS PER MANU. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, - SPEG.'s AND AS PER NY5 MECH. AND FUEL OAS GORE COVERAGE5, AND PLUMBNE55 5'-I" I6'-8y2" I6'-?,Y2" 3'-4" W 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NY5 MECH. AND FUEL OAS GORE 5. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WEIGHT F_ OINTERIOR CRAWL SPACE ACCESS HATCH: 5. COMB. AIR VOLUME AS PER MANU. SPEC.'s - PROVIDE CONCRETE 5'-q" I. 36"x3b" LOCKABLE ACCESS HATCH FRESH AIR INTAKE FROM EXTERIOR D O J 2.5EE NOTED DETAIL 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL - - - - - - - - - - - - - - - - 5v r @2 EMERGENCY SHUT OFF SWITCH PROVIDE 6A5 SMUT OFF SWITCH CONGETE - COLD WEATHER POURING 4 CONCRETE MIXTURE I T Q 5. LOCATE MECH. EGUIP. TO ALLOW FOR PROPER 2 - - _NEW (2) 2 8" a �LL(�Z:2Ss L'T+- -- I I' '- OIb"x5" DEEP P. GONG. CONTINUOUS FOOTING I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF DROPPED BEAM DROPPED BEAM AS PER NOTED DETAIL (TYP) CLEARANCES AS PER GORE CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I p I I I I to EGRESS WINDOW WELL: HA5 BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE 1 5 I I "Q I I Urn 1 A4 -501 NEW CRAWL FLOOR 12 PROVIDE NEW E6RE5U WINDOW WELL d COVER BY 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS _ - _J I I I ® N F' I. PROVIDE 3" (MIN) GRAVEL BASE UPON "ROGKWELL;66 SERIES" bb"W.X60"H. OR EQUIVALENT. = N 2. 6 MIL POLY VAPOR BARRIER INSTALL AS PER MAN. SPECS. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I rn I 5 �' 4` 5 y <" CONFORM TO AGI 306. 2 _5" - I ® U)i I ; I/D O I O p " IND O _ PROPOSED _ �� IS x15 xl2 DEEP P. GONG. PAD FOOTING W OWN NOTE:O 13 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I � ►.f GRAWLSPAGE I AS PER NOTED DETAIL (TYP) O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I I I _NEW 2 2"x5" P.T. NEW (2 2"x5" P.T. O�tt \ CASEMENT,DOUBLEHUN6,OR GLIDING (A5 NOTED); TEMPERATURE5 WITHIN 10° F OF CONCRETE. ( m 0 1755 D D BEAM e DROPPED BEAM $ -} INSTALL AS PER MANU. 5PEG.'S. FOR : I (� = I �J �j FOR WOOD STAIRS ® GRADE: SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I rn I OS 4" THK. P. GONG. PAD 8" WIDE x RE_Q D LENGTH UPON AND DOORS" ON PACE 0-002 IF CASEMENT ( b I : ' C7 Z CI z ( rn 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® WINDOWS - ALL GSMNT WNDWS SHALL HAVE REMOVE AS REQ D. I ,ZI I L L d X MAX. 16" O.G.,U.O.N. (MIN. 3 STRINGERS) 5TRAIGHT ARM HINGE WHEN 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE ® ®_� • I I ® „ ® N rn CP 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE PERMITTED WHEN NECESSARY. I z p I I x a•x I D o TYPICAL LEDGER BOARD: TILT WASH Oq I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER 2. SECURED w/(2) 5/5" (P x 5" LONG H.D. GAL. LAO BOLTS 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I I ° ' I `i I q n n I w 016110.0. WINDOWS (TYP. FOR ALL) U.O.N. L _ _ _ _ _ _ NEW 2"x5" P.T. LEDGER 3. INSTALL H.D. OALV. J015T HANGERS BY 'SIMPSON' (OR 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. EQUAL) EGRESS NOTE: I - - - - - a 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d IN COMPLIANCE WITH NEW YORK STATE BUILDING q. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE - - Tio-.-io - - - - - - - - - - BENT OVER TOP EDGE OF LEDGER BD. CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF LD 13 i- PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 -1 a EORE55 SHALL BE FOLLOWED: (A5TM G4"14/G4g4M,TYPES G AND E). 5. SEE NOTED DETAIL I 3'-"t" " 3'-II" '�u t}l 1461 12 t(1 0 NET CLEAR OPENING........... 5.'i S.F. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL _ D I x I NET CLEAR WIDTH................. 20"MINIMUM 11. ONCE EXCEED ONE 50UARE IS PLACED. INCH. CIO SHALL NOT BE EXPOSED - - - - I 9 ® N I D C1 DTI 6 w NEW LAUNDRY AREA: NET CLEAR 10 I. NEW WASH /DRY HOOK UP 2.COORDINATE LAUND. ROOM d DOOR DIM.s TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I- -I = Q w/SIZE OF EQUIP. x EXIST. A i A-301 o N 3.PROVIDE HOOK UPS AS REQ 5 PI=R MANU. REACHED A COMPRESSIVE STRENGTH OF 500 P5I. I =u 0 BASEMENT A U x O x (VIp O 112.65OPT. I Np Q z Fa- 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 _n I,V Q b'-q" GLG. HOT. 4 u, DRYER EXHAUST NOTE: I I L � Q- Io Z I. DUCT SHALL TERMINATE TO ROOF I I l O2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY lU v m I g 2 3.DUCTOPENINOS51ZE AS PER MANU. I I I �� dim I �r I I y�EXIST. W 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER �f+ I 3 I OIL g o 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN I 3'-I" q'-4" 5 A-lot CONNECTION w _ EXIST. (5) 2"xb" HDR. _ _ N CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO N a mcr CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM - - - - - - - a SHALL BE LIMITED TO 51NGLE LENGTHS,NOT TO I EXIST. I L g I I Z p EXCEED 5 FEET AND SHALL BE LISTED AND LABELED I GRAWL5PACE I I x g IN ACCORDANCE WITH UL 2I55A. PROPOSED ( �z z I O o 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID I I MECH. ROOM '� X I " Y METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I IQ 1 CH SO.PT. X Q I �r N RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST �c DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL I II ® � I 00 9 SCREWS I I a�N = x u z = 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER VENT cli LOCATION TO THE WALL OR ROOF TERMINATION. THE I� a dJ ox ® I I w M MAX. LENGTH OF THE DUCT SHALL BE REDUCED 25F.A.I. it 10 ()A - I F- N FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° _ _ L 0% a BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES I N I S rn Cl NOT INCLUDE THE TRANSITION DUCT. I - - _ I EXIST. 4 E.IEG w D U1 X n ELEC. DRYER VENT PUMP I PROJECT: PANEL rn I - - - - - -- _ - - - - LONDONO PROVIDE 3" (MIN) CONG. COVER I NEW 2"x8' P.T. LE�75E�R RESIDENCE OF ALL REBAR WITHIN P. GONG. cV 3'-q' 3'-II" FOUND. WALLS d P. GONG. FT6'S. PROVIDE STRAPPING 8 NAILING ' I ® b I I J AS PER CONNECTION 'D' IN °j PPIOP05ED N ■_X "TYPICAL NAILING/STRAPPING I CRAWLSPACE =z I ° a_x in PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, ?85 •PT• O 0 O p I ;n BETWEEN CAVITIES SHEAR, s LATERAL RESISTANCE" NEW(2) 2"x5" P.T. NEW(2) 2"x5" P.T. I 435 INLET DR. PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. I - - - L (WHEN APPLICABLE) I - - DROPPED BEAM DROPPED BEAM _- MATTITUCK NY 11952 FLOOR SYSTEM AS NEW (2) 2"x6" P.T. SILL PLATES _ - - - - _ _ _ _ J T T NOTED ON PLAN UPON SILL SEAL UPON COPPER _ - - - TERMITE SHIELD 2 D 1 2 DRAWING TITLE: i NEW 5/5"(P HOOKED ANCHOR :� PROPOSED FOUNDATION PLAN BOLTS ® 3q" O.G. w/3" SQUARE i 8 cu WASHER d ENDNUT O - - ASPHALT DAMP FLOOR SYSTEM AS - z PROOFING TO EXTERIOR 10'-3" I-1'-O" NOTED ON PLAN #4 HOOKED VERT. t- ° .,(�\. D REBAR® 45" O.G. I G o GRADE NEW STL. GAP PL. 'A'� FLOOR WOOD BEAM #4 HOR. COW. REBAR ® TOP s °° 11 I PAGE: WELDED TO COL.;SEE AS NOTED ON PLAN 5 GAP PL. DETAILS BOTTOM OF WALL (2 TOTAL) - = °II NEW 3-1/2" OD. 5GH 40 P. CONC. FOUND. WALL �I - A-102m0l NEW BASE PLATE 'A' HOT DIP GALV. 5TL. COL. (MIN. 4,000 P51) II WELDED TO COL.;SEE FOUND A123) AS PER II - PROPOSED FOUI `4�ATI OI `L PLAT `l FOUND. PLAN BY SIDS P. GONG. CONT. FTC. „ II � p z i BASE PL. DETAILS FOR - - BOLTING STEEL (OR EQUAL) (MIN. 4p00 PSU EXIST. P. GONG. SLAB (5) #5 HOR. CONT. REBAR O S.F. HAB 1 TA5LE SFAGE; I,I cl 1 S.F. O ROSS AREA SCALE: I/4" = V-O° DATE: PROVIDE GOLD JOINT (PATCH AS REOD) 4" P. GONG. SLAB I�`< _ 11/07/23 6 OF 1,2 AT GONG. SEAMS (TYP) - ji �� } MIL POLY ( Q tJ( gOl 1X vl MOISTURE RETARDER I I I I ^ - -- EXIST. GRAVEL - - ~� 14I" GRAVEL BASE, - �,��Ft�t? C'y/ ° �? a It BASE -� - b�- REBAR UPON (2) #5 PROV. CLEAN ��" COMPACT FILL '�:. ., HOR. REBAR(4 TOTAL) I ( I g �i�'N. ,z O NEW IS x18 x 2 DEEP P. CONC. PAD FTC. (MIN. 4,000 P5I) - EXIST. FILL till '; ' " 4 Q ; STEEL COLUMN FOOTING DETAIL FOUNr�)ATION NALL 17ETAIL " pp INA A-102.01 jSCALE: 5/4" = 1'-0" A-102.01 SCALE: 514" = I'-0" OENERAL SY1��f�OL= Y : Q U _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W Z O WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) J � T1 uj NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q r W >: STL. WHEN APPLICABLE.) / Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL = Z WOOD FRAME (L.G. STL.. © POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I--. Ln Y POST FOR 6" WALLS), U.O.N. 0 O NEW 2-HR FIRE RATED O O WOOD FRAME (L.G. STL.. 0- Lf) WHEN APPLICABLE) Z O 3: I=LOOR PLAN NOTE-'-:5 DOOR NOTE: W J Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON Q PLANS BY 'JELD-WEN' (OR EQUAL). NATURAL LIGHT VENTILATION '! 00 2.INSTALL NEPq PLANS BY 'THERMA ITRU' (ORE UAL) GALLED OUT ON Z O O OR PqHEN (HABITABLE 5PAGE) 3.DOOR TYPE TO SELECT J T-i H 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS FLOOR AREA 111 S.F. Y T-1 O 5.INSTALL AS PER MANU SPEC.s 6.PROVIDE (2) 2"x8" HDR., U.O.N. % REO. S.F. PRO\/. Z ,' 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING Q Z ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. LIGHTING;MIN. 6% q 4 S.F. I6.0 S.F. J N STAIR b RAILING NOTE: OF FLOOR AREA L) x LLJ 0 e'1 O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI VENTILATION;MIN. 4.77 S.F. 15.0 S.F. O Q Lo d MIN. 10" Tr - RISERS SHALL BE CLOSED 4% OF FLOOR AREA 2. 42" HIGH GUARDRAIL d SPINDLE SPACING J Q NOT TO ALLOW PA55A6E OF A 4"' 0 SPHERE; 36" HIGH HANDRAIL d SPINDLE 5P'ACIN6 NOT PROP, To ALLOW PA55ACE OF A 4" 4) 51"HERE 4 A 4 A G 4 RE-DEGKIN6 S. GRIPPABLE RAIL AS PER CODE 4. RAILIN&TO W OOD ?'-6" 10'-jy2" 5'-O" IS' " V-4" O SMOKE DETECTOR / GO DETECTOR NOTES: 3'-2" _6y2�: 3'_oy2 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT V SMOKE /CARBON MONOXIDE COME51NATION DETECTOR _ W HARD WIRED TO EACH OTHER H/BATTERY BACKUP. C 4 PROP. (2) 2"XID" HDR NEW (5) RI MAX. •7" Q F_ 2.INSTALL ALL AS PER MANU. SPEC.s tY `� DOWN (4) Tr MIN.3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR PROP. IN COMPLIANCE WITH LOCAL CODE W-0,Yk 4-Oy2„ TEM Q WINDOW NOTE: I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN :D NEW WOOD 2 " °�� ',� �• CASEMENT,DOUBLEHUN6, OR 6LIDIN6 (A5 NOTED); a. LEGALIZED 6 DECK INSTALL AS PER MANU. 5PEG.'S. FOR 3'_q" 0 X EXIST. 220.I Sa.Fr. z = ° SUBSTITUTIONS,5EE NOTE #q IN '6LA55 WINDOWS i CP BEDROOM m AND DOORS" ON PAGE 6-002 IF CASEMENT ! = �_ _�Y WINDOWS - ALL GSMNT WNDWS SHALL HAVE - to L 11655G1.FT. 6 Q PROPOSED Lu ry STRAI6HT ARM HINGE WHEN - - BATH 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE d� { TILT WASH " ® ® 5 (1 3.ALL GLAZING WITHIN IS OF FF TO BE TEMP. 6L. 3 I - U 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND - 3 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A z • 1 5'-4" -8'-O" \ MINIMUM (2) 2"X5" HEADER U.O.N. �_ 5M/GO O B 4 EGRESS NOTE: �� 4'-0" IN COMPLIANCE WITH NEW YORK STATE BUILDING w + CODE, SECTION R310.2.1;THE FOLLOWIN6 MEANS OF TEM D EORES5 SHALL BE FOLLOWED: _ - 3 a NET CLEAR OPENING........... 5."1 S.F. Z 3'-O" 3'-2" L IN-FILL NET CLEAR HEIGHT............... 24" MINIMUM 10'-3" a Ij 2'1'-8" - 5 O ® o NET CLEAR WIDTH................. 20" MINIMUM E I ' 1 w .�--4'-ID" I dd O O Q O PROP. m O 0 TYPICAL BATHROOM NOTE: a1z �Iz IYIz WALK-IN PROP. o O I. WALL BOARD I I I FLAT P- - P- I CL. I BATH 8 I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN - T CEILING U Q V w v 6 a 32.0 SQ.FT. .O SQ.FT. ALL BATHROOMS Q 2PROP.HDR LINE a �-ar ® x a ( Q 12. INSTALL CONCRETE BOARD 114 ALL SHOWERS AND I lulu) N N 0 W� �0 aAa, - � � � o TUB SURROUNDS PROP. (2) �p 2. SHOWER FLOORS 2"XIO" HDR =� X X X n . I - di3: �I� li= �1►= O n n u O J J J F z_ N 2.1. NEW TILE FINISH (H.O. TO SELF T) UPON cal iv iv Q iv Q cS 2.2. CONCRETE MUD-SET(SLOPE I/8 PER FOOT 1-q I I 3 w TOWARDS DRAIN) UPON EXIST. 2 xb G.J. N1 O O O p p N 2.5. WATER PROOF MEMBRANE TO COVER 5HOWER 2- I 016" D.G. a v Qp V v x = `� FLOOR,WRAP DRAIN d ATLEA.ST IS" UP WALLS A-301 QI RI 1 0 A �I o a F O x z F-- NEW EXHAUST FAN SHALL BE INSTALLED WHERE PHA5E 2 I _ _ _ _ PROP. (2) I.75"xq.?5" LVL (to - _ 76I1�I i < w O VENTILATION 15 NOT MET BY MEANS OF NATURAL PROPOSED PRO (2) I.15"x11.875" VL RIDGE RIDGE - -��i �- 4 O 0 z CIRCULATION THROUGH WINDOWS OR DOORS TO „ I KITCHEN I II n� x ay y Lu OUTDOOR SPACES AS PER NYS MECH. CODE SECTION - 150.5 SOFT. DBL. DBL. = DBL. g MODIFIED 403.5.2.5; INSTALL AS PER MANU. SPECS � 0 POST I 1 EX I ST. LIVING 1 POST P05T n J ROOM BEDROOM w DETACH AN RESET EXIST. ELEC. METER AS PER 3io.i 1?8 8 1- p w D O ELECTRICAL CODE d UTILITY CODE STANDARDS - - PROP. (2) 2¢xb$ PROP. LINE OF MIDDLE OF ROOM m m EXISTING INSULATION REQUIREMENT: I 2"XIO" HDR I OATH• I I 8 w w z O R-Iq FILL EXI5TING CAVITY OF ANY AREA THAT 15 CEILING ® X EXPOSED DURING CONSTRUCTION I OW �N 3 0O o --1 • PROP' U � Y 0 • 5M/GO LATH. N 4 A . �� I L I 5M/CO 1 CEILING xx FLuei a = o N I PROP. (2) I."15"Xq.-15" 2¢x6� _LV PSELHp� _ PROP. 2 I."f5"xq.5" L HDR I BENCH 3'-�2 _� N 3'-8" 3'-6" - NEW 2"xb" G.J. ap o PROP. a 16" D.G. CL. PROP. (2) 2"AO" HDR V-4" - - PROJECT: n - NATURAL LIGHT 4 VENTILATION NEW WOOD DECK 0 4 A (HABITABLE SPACE) mPROF. 65 S.F. LO N DO N O 2¢x6a GL. p z 2'-8" 2'-6" FLOOR AREA rct S.F. PROP. 2 1.75_'xq.5" LVL HDR � RESIDENCE OCR % REQ. S.F. PROV. LIGHTING;MIN. 8% NATURAL LIGHT 4 VENTILATION 8 � � OF FLOOR AREA 14.5 S.F. 3q10 S.F. - (HABITABLE SPACE) 4 A A Q z 2 PROP. VENTILATION;MIN. S.F. 25.4 S.F. 435 INLET DR. ® ® RE-DEGKIN6 -12 4% OF FLOOR AREA FLOOR AREA 153 S.F. ax �: MATTITUCK, NY 11952 % REQ. S.F. PRov. DRAWING TITLE: LIGHTING; 2' MIN. 8% -10' 5'-O" 6'-10" OF FLOOR AREA 12.2 S.F. 16.0 S.F. 7'-Sy2" VENTILATION;MIN. 6.1 S.F. 15.0 S.F. PROPOSED FIRST FLOOR PLAN 4% OF FLOOR AREA FROPOSEP FIRST FLOOR FLAN PAGE: ALL NEW WINDOWS SHALL BE ANDERSE:N; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "6-003" FOR NAILING d STRAPPING DETAILS. 1,102 S.F. HAE3ITAE3LE SPACE; 1,164 S.F. GROSS AREA SCALE: I/4" = 1'-O" 103mOl **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** WINDOW CHART ---- - - - - EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR DATE: 11/07/23 7 OF 12 TAG TYPE MODEL # OPENING TEMPERED WIDTH REOV: 20' _WIDTH -HEIGHT HEIGHT WIDTH HEIGHT REQ'D:24" OPEN RE:Q'D: 5:i S.F. A CASEMENT GWI4 V-4 �" 4'-O 2'-4 J" 4'-O" '1.5 s.f. B DOUBLE-HUNG 244DH2O30 2'-O" 3'-O" I'-I I 2'-1I r `f�' P, :244r-?1,42 4,C >z. , DOUBLE-HUNG TW3032 3'-2 �" 3'-4 3'-I 3'-4 J" ,. G PHASE 2 � - C PHASE 2 DOUBLE-HUNG I TW304b 5'-2 � I� 4'-,5 � F DOUBLE-HUNG TW24510 2-6 4-O 2-7 4-O 0 DOUBLE-HUNG TW2432 2'-(o 3'-4 �V-4 GENERAL SYI�BOL <E�r Q U NEW PARTIAL HEIGHT O I_- 0 _ EXISTING TO BE DEMOL15HED w Z O WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) TA J vi W NEW WOOD FRAME (1..G. � NEW FOUNDATION WALL / ` Q W >_ STL. WHEN APPLICABLE) it Z c NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. °iTL ® POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H IA Y POST FOR 6" WALLS), U.O.N. d) O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. 5TL. Lf) it WHEN APPLICABLE) d' m Z O H Cr Z Q W J J 00 Z c� r"I J rl Y O Q Z N V-It w 0 N Qm � Toi 7 O w V w ~ U — — 2 J 0 J it CM a a a u3, ®� \ cv di O z x= m iv X w z — — — — — — — — — — — — — — — o W — — — — — — — — — — — 0 BUILD WALL UP o To NEW R.R. It a. - - — — — — — — Y I n a I 3 c� N Z cv x I � w W NEW LAYOVER N I o n. w PHASE 2 0 Lu EX15T. RIDGE _ _ _ _ _ _ _ QJ 0 4:12 I z w— 20 W EX. R.R. m m N I W w z sw � � I U o� Y a X NEW LAYOVER lu tu �Q. vP X O N �p�/ I l �v '/ N N NEW 2"XS R.R. NEW 2p X8" R.R. I / ® I6" 0.0. ® Ib" o.c. PROJECT: LONDONO Z - RESIDENCE 13:I2 x 13:I N IK Lu lz — - 435 INLET DR. MATTITUCK, NY 11952 DRAWING TITLE: PROPOSED ROOF PLAN D to 7 O — PROPOSED ROOF FRAtM I NO PLAN PAGE: A-104w0l DATE: 11/07/23 8 OF 12 coo V J ` 0- a) ELEVATION NOTES Q TYPICAL ROOFING: uj OI I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Lu N CONSTRUCTION STANDARDS zA �` - T-1 2. H.O. TO VERIFY FINAL COLOR t MATERIAL SELECTION J W T-i BEFORE INSTALLATION / Q W >- 0 Z IA ASPHALT SHINGLES (H.O. TO SELECT COLOR) / _j � Z TYPICAL SIDING: H O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM / Lo CONSTRUCTION STANDARDS 0) 0 2. H.O. TO VERIFY FINAL COLOR.AND MATERIAL SELECTION / BEFORE INSTALLATION d LA it ® m HARDIE LAP SIDING (H.O. TO SELECT COLOR) / HARDIE BOARD AND BATTEN (H.O. TO SELECT / ~ IX O Z Q _ COLOR) W / co TYPICAL 2"x4" 'AZEK' (OR EGA I /O Z c 3 I. PROVIDE AT ALL WINDOKOOOR CASING 2. PROVIDE AT ALL CORNER BOARDS J � � CD TYPICAL 2"xb" 'AZEK' (OR EGA 1H / 0 O4 I. PROVIDE AT SOFFITS Z ! Z >; 4 2. PROVIDE AT ALL FRIEZE BOARDS / Q Z r'1 � N OTYPICAL 2"x5" 'AZEK' (OR EGA Imo- / V' W (o I. PROVIDE AT ALL FACIA5 IW v � _ � TYPICAL 2"x12" 'AZEK' (OR E(� O / Q I IA O OO I. PROVIDE AT SOFFITS / - ---- __--- -__—_ ------- — - -- - - - - - -- -- — lU W O NEW WOOD FRAME STAIR -- - I ---- ----- ------ -------------- -- i --- ----- ------------ -------------- ------------- ----- — ------ - - - - - I J 4 D D T - A A _ z o .. O ------— d� ; 'I -------------- „ l I 3 2 2B 3 0 .J W N 0 PHA5E 2 AREA o 0- EAST ELEVATION (FRONT) 0 SCALE: 1/4" = I'-oil W = a U � za a W U 00 W Z O W U 20 W in N mcr z oa W W Z a: W S � � H W ei N f7 W iy Q s IA I — - — PROJECT: ` s LONDONO =----- - _------- ---- -- 12 — - 4 RESIDENCE 435 INLET DR. - 6 = 6 MATTITUCK, NY 11952 IHY UN —_ 6 DRAWING TITLE: =Q PROPOSED EXTERIOR ELEVATIONS LlF.F. PAGE: "1 3 I- III I TA-201. 01. I II II I I III III I I III JII I o DATE: 11/07/23 9 OF 12 ks'-6° NORTH ELEVATION (fibIOHT SIl )E) SCALE: 1/4" = 1'-O" F D�/,7`,y� , p0 t 0- a' U ELEVATION NOTES in H m Lu O TYPICAL ROOFING: Lu I. SEE NOTE AT BUILDING SECTION FOP, MINIMUM Z_ O J CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR d! MATERIAL SELECTION `` ~ W BEFORE INSTALLATION w Z IA ASPHALT SHINGLES (H.O. TO SELECT COLOR) \ O Z J m _j TYPICAL SIDING: J O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Y \ O O O CONSTRUCTION STANDARDS Cc O 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION \ 0- Lo it m ® HARDIE LAP SIDING (H.O. TO SELECT COLOR) \ 0 , _ jr 0 HARDIE BOARD AND BATTEN (H.O. TO SELECT \ Z COLOR) \ Q J TYPICAL 2"x4" 'AZEK' (OR EG2L O j 0 O 3 I. PROVIDE AT ALL HINDOK/000R CASINO \ Z O 2. PROVIDE AT ALL CORNER BOARDS O z J T-i TYPICAL 2"xb" 'AZEK' (OR EQ.): O4 I. PROVIDE AT SOFFITS O Z >; 4 2. PROVIDE AT ALL FRIEZE BOARDS \ Q Z [Y LLJN OTYPICAL 2"x,5" 'AZEK' (OR EQ _ \ Igo LL w I. PROVIDE AT ALL FACIA5 I IA O = vi TYPICAL 2"xl2" 'AZEK' (OR EGA w ua ►� r-I O O I. PROVIDE AT SOFFITS n ls) \ A O NEW WOOD FRAME STAIR IA I \ D H 5 5 ---- - -- -- W U 3 4 - 0 ---- ---__-- a 4 � i 3 -- G oi � i -- ----- 3 � PHASE 2 AREA w 0 a 0 a a Ir NEST ELEVATION (REAR) z SCALE: 1/4" = I'-O" W = a ( a Qa � W Z O w I- 0 Z O w V 20 W N m ix z oa W w Z � � w � o v >0 2 Y W rl N M W N Q O 4 RE-ATTACH EXIST. PROJECT: I lA ELEC. METER - RESIDENCE I IA - -- -- - --- -- --------- - - 435 INLET DR. 6 4 6 MATTITUCK, NY 11952 4 - - -- -- - -- - -- DRAWING TITLE: LU PROPOSED EXTERIOR ELEVATIONS -------- - _--------- -------- — PAGE: 3 3 IV. O MIN. A-202m0l PHASE 2 AREA DATE: 11/07/23 10 OF 12 SOUTH ELEVATION (LEFT SCE) I E) SCALE: 1/4" = 1'-0" u o ` � ���` 0 ) BUILDING SECTION NOTES Q 6V NEW ROOFING NOTE (TYP): LL Z O (D I. INSTALL NEW ASPHALT SHINOLE5 .INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 1 1`\ J 24 FROM IN51DE FACE OF STUD WALL AND AT VALLEYS uJ O CV 2 � W OVER Q W 5.INSTALL 15 # BUILDING FELT OWN) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Z 5. GAP SHIN6LE OVER RIDGE 4 HIPS (AS REQ'D) EXIST. RIDGE Q V) 6.PROVIDE RIDGE VENT(AS RE'.Q'D) J Z 1. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REQ'D Lo q. INSTALL ALL AS PER MANU. SPEC.'s O O O O TYPICAL ROOF 4 CEILING CONSTRUCTION: �'� �X�sr CL � w 2 • NEW ROOFIN6 AS NOTED ��� 'e pL?N ti R. >- '. d' m • 1/2" GDX PLYWD 5HEATHING (BLOGKIN6 ® ALL 12 pg PAR R 12 BIPLYPO Z . • R.R.,,C..J 4 G T). AS NOTED 014 PLANS (® SPANS 3 r �tR• R, qs � PLAN --�2� o OVER 8' IN5TALL "X" 5RID611\16 ® CENTER OF SPAN, U.O.N) EXIST. O.J.s Z .a • MIN. OF R-411 W SPRAY FOAM INSULATION EXIST. G.J. EXIS_ G.J. Q s -j TYPICAL EXTERIOR HALL CONSTRUCTION (TYP.): 3 4 4 3 O J �� ; , C)• UPON "TYVEK" HOUSE WRAP (OR EQUAL) EXIST. EXI5T. PROP. EXIST. -_—-- Z O (o • UPON 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKIN6 ® BEDROOM DEN HALF KITCHEN Tj ALL FLY WD SEAMS) BATH N b — -- Y C) • 2"xb" STUDS ® 16" O.G. w/DEL. TOP PLATE X • MIN. R-20 INSULATION W/R-21 BATT INSULATION D- _ u1 Q Z }. 4 • 5/8" GYPSUM $D. WALL FINISH O b ;�i D- Q Q Z 0 0 0 dip _ J N LL NEN SIDING NOTE (TYP.): �: �- 0W (D O I. INSTALL NEW SIDING TO MATCH EXIST. ----1 _ _ �' i- Lo Im T-i 2."TYVEK" HOUSE WRAP(OR EQUAL) r — - ~ Ltd 5.INSTALL ALL A5 PER MANU. SPEG.'s Q 4.PROVIDE ALL NECE55ARY TRIM FOR PROPER INSTALLATION F.F. F.F. 5. SIDING SHALL EXTEND TO TOP OF ( EXIST. F.J.' FOUNDATION WALL PROPOSED _ EX15T. _ PROPOSED EXISTING OTYPICAL FLOOR CONSTRUCTION: I I GRAHLSPAGE BASEMENT CRAHLSPACE DI GRAHL5PAGE � 1. FINISH FLOORING TO SELECT m m 2. 5/4" T40 GDX PLYWD. SUBFLOOR GLUED 4 5GREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' V INSTALL 'X' BRACE ® MIDSPAN I W 4. MIN. R-50 BATT INSULATION(ONLY BETWEEN FIRST 0 =ry F- FLOOR AND FOUNDATION) L A-io2 v PHASE 2 C-) J NEW TILE FLOOR: 5A I. NEW TILE FINISH (H.O. TO SELECT) UPON Q 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON 3.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON 4.NEW " T46 PLYWOOD SUBFLOOR GYPSUM HALL BOARD: O INSTALL MOISTURE RE515TANT GYPSUM BOARD IN ALL BATHROOMS, AND CONCRETE BOARD IN SHOWERS AND TUB "•"' SURROUNDS SECTION 1 -1/A-501 SECT 1 ON 2-2/A-301 SCALE: 1/4" = I'-O" SCALE: 1/4" = P-O" W O a O w n. a cr O 3 cS Z_ N �S W sa N =a EXTERIOR SHEATHING AS a w PER SECTION NOTES s U O Z 51DIN6 MATERIAL AS w PER SECTION NOTES g BUILDING PAPER 4 HOUSE WRAP w U TO FULLY OVERLAP FLASHING HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON 212 EXIST. STUD WALL I SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; PLANSi� 11 "Z" FLASHING PITCHED METAL AND NOT PROJEGTIN6 MORE THAN 4Y2" INTO m M STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT w w Z 5/4"xb" P.T. DECKING N.O.N. ON PLAN/ J015T HANGER BY 2 23 23 _ SIMPSOTd' OR EQUAL Y GAP FOR V DRAINAGE sEGTION/DETAILs) F I RST FINISHED FLOOR 0 �- -- N lY2" MIN. SPACE BETWEEN H N WALL AND HANDRAIL Z. METAL DTT DECK TENSION o� JOISTS AS PER PLAN FASTENED w/(2) FLASHING TIE BY 'SIMPSON' (OR 5/4" PINE RISER 5/5" (P x 5" LONG HEAVY DUTY 6AL. EQUAL) LAG BOLTS ® 16" O.G. INTO MUD SILL 4 COUNTER I PROJECT: RIM BD.;WHEN ® FOUND. WALL FASTEN FLA5HIN6 P.T.DECK J015T 5/4" PINE TREAD STANDARDS FOR C R I FFABLE HAND RAIL MAS5 ONRY ANCHORS® 16" O.G. w/(2) 4' x 5 LONG APPROVED A5 PER PLAN \ SCALE: NTS LO N D 0 N 0 EXIST. FOUNDATION WALL \ _ - 10.1 X O GROSS SEGTI ON MIN. < z HANDRAIL RESIDENCE � L�DC�R GONN�GTI ON D�T�I L 1" ROUNDED NOSING CLEARANCE CIRCULAR NON-CIRCULAR w/Y4" RADIUS tu (NOT INCLUDED IN A-5JOI.OI TREAD DIMENSION) SCALE: I = I -O / 4"-6Y4" j 2Y4 435 INLET DR. IY2I �4°-2" PERT- / MATTITUCK NY 11952 MIN. METER / MAX. TO DRAWING TITLE: uj 5/4"xb" P.T. N / BUILDING SECTIONS DECK BOARDS P.T. DECK JOISTS AS V W NOTED ON PLANS / 5/4" x REQ'D d / m HEIGHT P.T. RISER ° ° ° " o " (5) 2"xl2" STRINGERS ® w/R-21 5/4"xb" P.T. - — - — — — — — — — — — — INSULATION, IF UNDERSIDE 15 FACING �t DECK BOARDS - `` STORAGE/NON-HABITAL SPACE \2"x BLOCKING ® EA. PAGE: STRINGER TO MATCH SIZE OF P.T. DECK JOISTS FLOOR STORAGE UNDER Y2° GYP. FASTEN STRINGER TO BD. A-30 .1m0l I BLOCKING (MIN.6 (WHEN AFFL I GALBE) r FASTENERS) \ NO51 FINISHED tryp' 2"xl2" P.T. 5TRINGERS ® 16" " DATE: 11/07/23 11 OF 12 GRADE 4" THK. x 8" WIDE x WIDTH O.G. (MIN. 3 STRINGERS OF STAIR P. CONC. PAD i" EA. STAIRT^TAY) TREATED 2"xl2" SILL FOR CONTACT 2"xb" P.T. BLOCK IN BETWEEN w/GONG. (IF APPLICABLE) d EA. STRINGER. FASTENED TO "� NOTE: I' BASEMENT i �R �.,� O P. CONC. PAD w/ Iq/64" x ALL DECKING SHALL BE FASTENED � BASEMENT ,� ! 3-1/2" CONCRETE 5GREWS BY t' �w/COATED DECKING SCREWS BY O hC FLOOR p 'GALIBURN .(OR EQUAL) - MIN. ��5 �.f., a J�►. ° (3) SCREWS PER BLOCK O" MIN.Li DECK MATE' (OR EQUAL) o ,n � GRADE GRADE r EORESS NELL DTL EXTERIOR MOOD STAIR DETAIL '� � 4 � r A-30I.0I �, A-3oI.oI � INTERIOR OR 1�lOOD STAIR R DETAIL L .. . -- SCALE: 5/4 = I -O SCALE: 5/4" = I'-O" A-301.01j SCALE: 5/4" = I'-O" Q U f� \ p zo F 6) 1\ 1 w rl ' F- vi Q w �- � � Z O � Z J J F— J O a) O a LA = q* m Z O FZ- p aw W J J 00 Z CD C.0 J � O Q Z rq it Liwtfl � it LO � � O w w F- U = J Ix 4 FRESH AIR VENT IL I L THROUGH ROOF IL PROVIDE "ABE500 FP200 FR O EXPANDING FOAM (OR EQUAL) LL Q j AT ALL PENETRATIONS IN FIRE 0 O RATED WALLS AND I FLOORS/CEILIN65. PRODUCT Q I I CONFORMS TO ASTM E 814, U N I ASTM E 84,AND UL 14-ct I a Q o I It PHASE 2 FULL BA FULL BATH KITCHEN NOTE: PHASE 2 3 ALL PLUMBING WORK FULL BATH FULL BATH KITCHEN a SHALL CONFORM TO < LEGEND PIPING PENETRATIONS: Z cq LOCAL PLUMBING CODE wO I. PROVIDE "ABE500 FF200 FR W 00 ___ _ -- ( „ I O HOT WATER EXPANDING FOAM" (OR EQUAL) O N )-2„I 2 1 2„1 I ----- SUPPLY AT ALL PENETRATIONS AT WALL5 N = 1 r 2"i i � 1 i i 2 GLEAN OUT � O a ++ A5 REQ'D O AND FLOORS/CEILINGS. n 1 2" � I i i 2" I I i S I c� Ina 04 -. GOLD WATER 2.PRODUCT CONFORMS TO ASTM E Q a LL I I I EXIST. F.A.I. TO LL i T W REMAIN 14 qa I K I ; w I I ISUPPLY r :� V I I U I •� PROVIDE "ASESGO FP200 FR I5HOWER I'� �� I5HOWER I I I- ++ I� K I I W.G. - I� K I 3 _ g 0 I � I zl x -v dJ =I � O WG• d� zl Iv EXPANDING FOAM" (OR EQUAL) E-- o ivl IU SHOWER cV i �� m nI �� SHOWER iv j I� m NI Icv N AT ALL PENETRATIONS IN FIRE 6A5 SUPPLYZ" 2 3 2 g �I :N �I :N � RATED WALLS AND E o G.O. G.O. - I I- -�� I I 1 DW uw LL _______�_________ 1 _ I FLOORS/CEILINGS. PRODUCT a L. _. _. _. _. _. _r. _.._1._.._..1. _. _. _. -L.----r---------- - CONFORMS TO ASTM E 814, N G.O. - - - -.._.._.._.._ — I_..� ASTM E 54, AND UL 14-cl Z o a " 11 W W Z 4 CONNECT TO I I VERIFY SIZE a: _ I MAIN DRAIN G.O. I j I I p o 4' HOUSE EXIST. WATER w/MANU. m SUPPLY SYSTEM I I I V Y z I 4 I I GOMBI I I TO STREET -- ' BOILER I I rWATER MAIN w L 2" TO SEPTIC I I I + � i ,, SYSTEM � I j z _ c`tv I N v JJ ALL PLUMBING d w M NOTE: 2" 04 NOTE: I I ry Q� FUEL 6A5 WORK Q ALL PLUMBING WORK ry 1 l_� SHALL CONFORM p o SHALL CONFORM TO -I V TO LOCAL ►�A +ER LOCAL PLUMBING CODE PLUMBING GORE 4 PROJECT: b FUEL 6A5 DRYER S.P. LONDONO RESIDENCE 435 INLET DR. MATTITUCK, NY 11952 FLUME31NO R.15ER - DRAIN / NASTE / VENT FLUM51 N RISER - SUFFLY CAS RISER - SUFFLY DRAWING TITLE: SCALE: NT5 50ALE: NT5 50ALE: NT5 PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: mmillk m In r-10 Im 0 1 DATE: 11/07/23 12 OF 12 IRSDRj' ti 1} no :: 0P � �,